[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"_public_publisher_byId_d8a18f99-f618-4009-83be-4f43ae1d3a51":3,"_public_publication_all{\"sortAscending\":false,\"sortField\":\"updateTime\",\"page\":0,\"size\":10,\"facet\":true,\"searchKey\":\"publisherId:d8a18f99-f618-4009-83be-4f43ae1d3a51,\"}":119},{"code":4,"data":5,"meta":20},"SUCCESS",{"id":6,"createTime":7,"updateTime":8,"relativeEntities":9,"slug":10,"properties":11,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":22,"manageAffiliations":53,"indexDatabases":69,"url":108,"thumbnailPath":20,"statistic":109,"gsStatistic":20,"type":118,"analyzePriority":20},"d8a18f99-f618-4009-83be-4f43ae1d3a51","2024-04-11T09:19:39.894+00:00","2025-11-21T10:02:38.942+00:00",[],"Innovative-Infrastructure-Solutions",{"issn":12,"title":14,"eissn":16},{"VOID":13},"2364-4184",{"EN":15},"Innovative Infrastructure Solutions",{"VOID":17},"2364-4176","PUBLISHER","PENDING",null,0,[23,29,35,41,47],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":25,"label":26,"description":28,"parentId":20,"standard":20,"scholarHubFieldId":20},"a93d4d03-83ef-40f9-8089-8a97c61b2a1e",[],{"EN":27},"Geotechnical Engineering and Engineering Geology",{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":31,"label":32,"description":34,"parentId":20,"standard":20,"scholarHubFieldId":20},"8dab5bbd-5fc3-44d2-a3a5-a0ffd54f6bb2",[],{"EN":33},"Engineering (miscellaneous)",{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":37,"label":38,"description":40,"parentId":20,"standard":20,"scholarHubFieldId":20},"9fff016e-a702-419a-99f5-6458d650e144",[],{"EN":39},"Building and Construction",{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":43,"label":44,"description":46,"parentId":20,"standard":20,"scholarHubFieldId":20},"4c01df47-b306-4266-a143-623ac8e889e8",[],{"EN":45},"Civil and Structural Engineering",{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":49,"label":50,"description":52,"parentId":20,"standard":20,"scholarHubFieldId":20},"a1b6d931-f7d1-4ee3-b39f-f20cf5569171",[],{"EN":51},"Environmental Engineering",{},[54,62],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":56,"slug":20,"properties":57,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":60,"statistic":20},"ca0dc894-2cfd-4536-8558-d78518e3e721",[],{"title":58},{"EN":59},"Springer International Publishing AG",[61],"9a7c7208-b28a-42c2-a634-5a7f90eee3ab",{"id":63,"createTime":20,"updateTime":20,"relativeEntities":64,"slug":20,"properties":65,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":68,"statistic":20},"7b70c238-f41f-40e2-90ca-f363a6a13746",[],{"title":66},{"EN":67},"SPRINGER INT PUBL AG",[61],[70,91],{"id":71,"indexDatabase":72,"url":82,"indexYears":83,"academicFieldIds":84,"indexDatabaseRanking":90},"26f5bb20-2112-4cb8-834f-32517be0f6e9",{"id":73,"createTime":20,"updateTime":20,"relativeEntities":74,"label":75,"description":77,"key":79,"publicationTags":80,"standard":20},"3c7051d4-eb7d-4c57-a56b-36fc74c5d1e9",[],{"EN":76,"VI":76},"Scopus - Elsevier",{"EN":76,"VI":78},"Cơ sở dữ liệu Scopus thuộc Elsevier","scopus",[81],"SCOPUS","https:\u002F\u002Fwww.scopus.com\u002Fsourceid\u002F21100888788","2016-2025",[85,86,87,88,89],"341086da-4c0c-4667-a689-43b4cefbf8df","2c538a3f-b327-4a8f-ad9c-d395351696e8","0833618b-9fb3-4b48-bcee-145b2088d442","e6f47a65-ac79-4e2a-b78f-ded428c0bf5f","b930ed77-57ab-44ce-a21e-fd4d7a841f27","SCOPUS__Q2",{"id":92,"indexDatabase":93,"url":105,"indexYears":20,"academicFieldIds":106,"indexDatabaseRanking":20},"0370322b-d075-4636-bd6b-20b360c43e9b",{"id":94,"createTime":20,"updateTime":20,"relativeEntities":95,"label":96,"description":98,"key":101,"publicationTags":102,"standard":20},"88bab0f7-443b-476c-a72a-7fa5222da393",[],{"EN":97,"VI":97},"ISI\u002FESCI  - Emerging Sources Citation Index",{"EN":99,"VI":100},"ESCI database","Cơ sở dữ liệu ESCI","esci",[103,104],"ESCI","ISI","https:\u002F\u002Fmjl.clarivate.com\u002Fsearch-results?issn=2364-4176",[107],"96be9908-75c8-451e-97d5-be368898e604","https:\u002F\u002Flink.springer.com\u002Fjournal\u002F41062",{"impactFactor":21,"impactFactorByYear":110,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":112,"totalCitation":21,"totalCitationByYear":116,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":117,"hindexLast5Year":21,"hindex":21},{},12,{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},1,5,4,{},{},"JOURNAL",{"meta":120,"data":122},{"total":121},"947",[123,304,457,1001,1123,1262,1411,1712,1829,2282],{"id":124,"createTime":125,"updateTime":126,"relativeEntities":127,"slug":128,"properties":129,"entityType":141,"verifyStatus":142,"verifyTime":143,"verifyNote":144,"languages":20,"translateLanguages":145,"viewCount":21,"primaryUrl":147,"fullTextUrl":20,"authors":148,"publicationType":240,"publisherRelationship":241,"citationCount":20,"citationInfo":20,"publishDate":300,"publishYear":301,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":302,"openAccess":20,"references":20,"isForceReanalyzing":303},"aa0c883a-6b3e-4209-8511-b404eed655c9","2024-04-06T17:47:03.584+00:00","2026-09-10T06:13:13.453+00:00",[],"Investigating-the-properties-and-microstructure-of-high-performance-cement-composites-with-nano-silica-silica-fume-and-ultra-fine-TiO2",{"abstract":130,"title":132,"keywords":135,"references":137,"doi":139},{"EN":131},"Nanomaterials find widespread use in industries, including construction, due to their superior mechanical, thermal, and electrical characteristics. Addressing cement composites’ weaknesses like low tensile strength and brittleness, researchers increasingly use supplementary cementitious materials and nanoparticles. This study investigates the effects of varied proportions of silica fume (SF), nano-silica (nS), and ultra-fine TiO2 (UFTiO2) in both mixed and separate phases on cement composites. SF represents the pozzolanic family, while nS and UFTiO2 stand for nanomaterials. Tests measured compressive, flexural, and impact strengths, abrasion resistance, and electrical resistivity. Scanning electron microscopy examined microstructure-property relationships. SF and nS enhanced the mechanical strength of the composites, with SF proving superior in durability. The addition of UFTiO2 increased the compressive strength slightly for SF samples (4–7%) and more for nS samples (8–14%). SF samples with UFTiO2 showed 16–25% more flexural strength than nS samples with UFTiO2. The addition of UFTiO2 also raised the electrical resistance by 24–30% for nS samples and 14.5–31.5% for SF samples after 14 days. UFTiO2 affected the abrasion resistance significantly, exhibiting diverse roles in nS and SF specimens. The first crack strength and failure strength for the mixtures containing SF were in the range of 33–36 blows and 39–43 blows, respectively. Meanwhile, for the mixtures containing nS, this impact range was reduced to a maximum of 57%. The impact test results followed the two-parameter Weibull distribution well, with an R2 value exceeding 0.891 across concrete mixes. The study demonstrates the potential of nanomaterials to improve the performance of cement composites for various applications.",{"EN":133,"VI":134},"Investigating the properties and microstructure of high-performance cement composites with nano-silica, silica fume, and ultra-fine TiO2","Nghiên cứu các tính chất và vi cấu trúc của composite xi măng hiệu suất cao chứa nano-silica, silica fume và TiO2 siêu mịn",{"EN":136},"",{"VOID":138},"Ramakrishna G, Sundararajan T (2005) Impact strength of a few natural fibre reinforced cement mortar slabs: a comparative study. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2004.09.006\nSafiuddin M, Abdel-Sayed G, Hearn N (2022) Flexural and impact behaviors of mortar composite including carbon fibers. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma15051657\nShafigh P, Asadi I, Akhiani AR, Mahyuddin NB, Hashemi M (2020) Thermal properties of cement mortar with different mix proportions. Mater de Constr. https:\u002F\u002Fdoi.org\u002F10.3989\u002Fmc.2020.09219\nSadrmomtazi A, Noorollahi Z, Tahmouresi B, Saradar A (2019) Effects of hauling time on self-consolidating mortars containing metakaolin and natural zeolite. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.06.037\nTajasosi S, Saradar A, Barandoust J, Mohtasham Moein M, Zeinali R, Karakouzian M (2023) Multi-criteria risk analysis of ultra-high performance concrete application in structures. CivilEng 4:1016–35. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fcivileng4030055\nHusein I, Sivaraman R, Mohmmad SH, Al-Khafaji FAH, Kadhim SI, Rezakhani Y (2024) Predictive equations for estimation of the slump of concrete using GEP and MARS methods. J Soft Comput Civ Eng 8:1–18. https:\u002F\u002Fdoi.org\u002F10.22115\u002Fscce.2023.389726.1619\nXuan D, Zhan B, Poon CS. Development of a new generation of eco-friendly concrete blocks by accelerated mineral carbonation. J Clean Prod 2016;133. doi https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2016.06.062.\nHabert G, Denarié E, Šajna A, Rossi P (2013) Lowering the global warming impact of bridge rehabilitations by using ultra high performance fibre reinforced concretes. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2012.11.008\nMohtasham Moein M, Saradar A, Rahmati K, Ghasemzadeh Mousavinejad SH, Bristow J, Aramali V et al (2023) Predictive models for concrete properties using machine learning and deep learning approaches: a review. J Buil Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2022.105444\nTahmouresi B, Nemati P, Asadi MA, Saradar A, Mohtasham MM (2021) Mechanical strength and microstructure of engineered cementitious composites: a new configuration for direct tensile strength, experimental and numerical analysis. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.121361\nMohammad Mohtasham Moein, Soliman A (2022) Predicting the compressive strength of alkali-activated concrete using various data mining methods. In: Canadian society of civil engineering annual conference, Springer Nature Singapore, p 317–26. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-981-19-1004-3_26.\nMansoori A, Mohtasham Moein M, Mohseni E (2020) Effect of micro silica on fiber-reinforced self-compacting composites containing ceramic waste. J Compos Mater. https:\u002F\u002Fdoi.org\u002F10.1177\u002F0021998320944570\nPacheco-Torgal F, Jalali S, Labrincha J, John VM (2013) Eco-efficient concrete. Woodhead Publishing Limited, SWaston, pp 85–96. https:\u002F\u002Fdoi.org\u002F10.1533\u002F9780857098993\nDu X, Li Y, Huangfu B, Si Z, Huang L, Wen L et al (2023) Modification mechanism of combined nanomaterials on high performance concrete and optimization of nanomaterial content. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2022.105648\nKishore K, Pandey A, Wagri NK, Saxena A, Patel J, Al-Fakih A (2023) Technological challenges in nanoparticle-modified geopolymer concrete: a comprehensive review on nanomaterial dispersion, characterization techniques and its mechanical properties. Case Stud Constr Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2023.e02265\nIrshad MA, Sattar S, Nawaz R, Al-Hussain SA, Rizwan M, Bukhari A et al (2023) Enhancing chromium removal and recovery from industrial wastewater using sustainable and efficient nanomaterial: a review. Ecotoxicol Environ Saf. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ecoenv.2023.115231\nFeynman RP (2002) There’s plenty of room at the bottom: an invitation to enter a new field of physics. Handbook of Nanoscience, Engineering, and Technology. https:\u002F\u002Fdoi.org\u002F10.1201\u002F9781420040623-8.\nFeynman RP (1960) A plenty of room at the bottom. In: The annual meeting of the American Physical Society at the California Institute of Technology (Caltech), vol 23, pp 22–36. https:\u002F\u002Fcalteches.library.caltech.edu\u002F47\u002F2\u002F1960Bottom.pdf\nSharon M (2019) History of nanotechnology: from prehistoric to modern times. Wiley. https:\u002F\u002Fbooks.google.com\u002Fbooks?id=L5J3swEACAAJ\nZhu W, Bartos PJM, Porro A (2004) Application of nanotechnology in construction Summary of a state-of-the-art report. Mater Struct\u002FMateriaux et Constr. https:\u002F\u002Fdoi.org\u002F10.1617\u002F14234\nAbhilash PP, Nayak DK, Sangoju B, Kumar R, Kumar V (2021) Effect of nano-silica in concrete; a review. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.122347\nMohtasham Moein M, Rahmati K, Saradar A, Moon J, Karakouzian M (2024) A critical review examining the characteristics of modified concretes with different nanomaterials. Materials 17:409. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma17020409\nBastami M, Baghbadrani M, Aslani F (2014) Performance of nano-Silica modified high strength concrete at elevated temperatures. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2014.06.026\nDurgun MY, Atahan HN (2018) Strength, elastic and microstructural properties of SCCs’ with colloidal nano silica addition. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.10.041\nYounis KH, Mustafa SM (2018) Feasibility of using nanoparticles of SiO2 to improve the performance of recycled aggregate concrete. Adv Mater Sci Eng. https:\u002F\u002Fdoi.org\u002F10.1155\u002F2018\u002F1512830\nErdem S, Hanbay S, Güler Z (2018) Micromechanical damage analysis and engineering performance of concrete with colloidal nano-silica and demolished concrete aggregates. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.03.197\nQuercia G, Brouwers HJH (2010) Application of nano-silica ( nS ) in concrete mixtures. In: 8th Fib PhD symposium in Kgs Lyngby, Denmark.\nde Abreu GB, Costa SMM, Gumieri AG, Calixto JMF, França FC, Silva C et al (2017) Mechanical properties and microstructure of high performance concrete containing stabilized nano-silica. Revista Materia. https:\u002F\u002Fdoi.org\u002F10.1590\u002FS1517-707620170002.0156\nAmbikakumari Sanalkumar KU, Yang EH (2021) Self-cleaning performance of nano-TiO2 modified metakaolin-based geopolymers. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2020.103847\nPaul KK, Giri PK (2018) Plasmonic metal and semiconductor nanoparticle decorated TiO2-based photocatalysts for solar light driven photocatalysis. Encycl Interfacial Chem Surface Sci Electrochem. https:\u002F\u002Fdoi.org\u002F10.1016\u002FB978-0-12-409547-2.13176-2\nShchelokova EA, Tyukavkina V, Tsyryatyeva A, Kasikov AG (2021) Synthesis and characterization of SiO2-TiO2 nanoparticles and their effect on the strength of self-cleaning cement composites. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.122769\nChen J, Kou S, Poon C (2012) Hydration and properties of nano-TiO2 blended cement composites. Cem Concr Compos 34:642–649. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2012.02.009\nBautista-Gutierrez KP, Herrera-May AL, Santamaría-López JM, Honorato-Moreno A, Zamora-Castro SA (2019) Recent progress in nanomaterials for modern concrete infrastructure: advantages and challenges. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma12213548\nBogue R (2014) Smart materials: a review of capabilities and applications. Assem Autom. https:\u002F\u002Fdoi.org\u002F10.1108\u002FAA-10-2013-094\nHanafizadeh P, Eshraghi J, Ahmadi P, Sattari A (2016) Evaluation and sizing of a CCHP system for a commercial and office buildings. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2015.11.003\nSingh LP, Ali D, Sharma U (2016) Studies on optimization of silica nanoparticles dosage in cementitious system. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2016.03.006\nMeng T, Ying K, Yang X, Hong Y (2021) Comparative study on mechanisms for improving mechanical properties and microstructure of cement paste modified by different types of nanomaterials. Nanotechnol Rev. https:\u002F\u002Fdoi.org\u002F10.1515\u002Fntrev-2021-0027\nKurihara R, Maruyama I (2016) Influences of nano-TiO2 particles on alteration of microstructure of hardened cement. In: Proceedings of the Japan concrete institute, vol 38.\nAkhtar MN, Jameel M, Ibrahim Z, Bunnori NM (2022) Incorporation of recycled aggregates and silica fume in concrete: an environmental savior-a systematic review. J Market Res 20:4525–4544. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2022.09.021\nSiddique R (2011) Utilization of silica fume in concrete: review of hardened properties. Resour Conserv Recycl. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.resconrec.2011.06.012\nSadrmomtazi A, Tahmouresi B, Saradar A (2018) Effects of silica fume on mechanical strength and microstructure of basalt fiber reinforced cementitious composites (BFRCC). Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.11.159\nJahandari S, Mohammadi M, Rahmani A, Abolhasani M, Miraki H, Mohammadifar L et al (2021) Mechanical properties of recycled aggregate concretes containing silica fume and steel fibres. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma14227065\nSaradar A, Nemati P, Paskiabi AS, Moein MM, Moez H, Vishki EH (2020) Prediction of mechanical properties of lightweight basalt fiber reinforced concrete containing silica fume and fly ash: experimental and numerical assessment. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2020.101732\nDalvand A, Ahmadi M (2021) Impact failure mechanism and mechanical characteristics of steel fiber reinforced self-compacting cementitious composites containing silica fume. Eng Sci Technol Int J. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jestch.2020.12.016\nNabighods K, Saradar A, Mohtasham Moein M, Mirgozar Langaroudi MA, Byzyka J, Karakouzian M (2023) Evaluation of self-compacting concrete containing pozzolan (zeolite, metakaolin & silica fume) and polypropylene fiber against sulfate attacks with different PH: an experimental study. Innov Infrastruct Solut 9(1):5. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41062-023-01309-0\nRansinchung RNGD, Kumar B (2010) Investigations on pastes and mortars of ordinary portland cement admixed with wollastonite and microsilica. J Mater Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)mt.1943-5533.0000019\nPillai UU, Anand KB (2019) Performance evaluation of polyurethane-nano silica modified cement mortar. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.10.314\nRamezanian Pour AA, Sedighi S, Kazemian M, Ramezanianpour A (2020) Effect of micro silica and slag on the durability properties of mortars against accelerated carbonation and chloride ions attack. AUT J Civ Eng 4:411–22. https:\u002F\u002Fdoi.org\u002F10.22060\u002Fajce.2020.15943.5565\nYön MŞ, Arslan F, Karatas M, Benli A (2022) High-temperature and abrasion resistance of self-compacting mortars incorporating binary and ternary blends of silica fume and slag. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2022.129244\nKhan K, Ullah MF, Shahzada K, Amin MN, Bibi T, Wahab N et al (2020) Effective use of micro-silica extracted from rice husk ash for the production of high-performance and sustainable cement mortar. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119589\nLi H, Xiao HG, Yuan J, Ou J (2004) Microstructure of cement mortar with nano-particles. Compos B Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS1359-8368(03)00052-0\nLi H, Xiao H, gang O, Ping J (2004) A study on mechanical and pressure-sensitive properties of cement mortar with nanophase materials. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2003.08.025\nRamezanianpour AA, Mortezaei M, Mirvalad S (2021) Synergic effect of nano-silica and natural pozzolans on transport and mechanical properties of blended cement mortars. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2021.102667\nGesoglu M, Güneyisi E, Asaad DS, Muhyaddin GF (2016) Properties of low binder ultra-high performance cementitious composites: comparison of nanosilica and microsilica. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2015.11.020\nNili M, Ehsani A (2015) Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume. Mater Des. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matdes.2015.03.024\nZhang MH, Islam J (2012) Use of nano-silica to reduce setting time and increase early strength of concretes with high volumes of fly ash or slag. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2011.11.013\nShih JY, Chang TP, Hsiao TC (2006) Effect of nanosilica on characterization of Portland cement composite. Mater Sci Eng A. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.msea.2006.03.010\nLi G (2004) Properties of high-volume fly ash concrete incorporating nano-SiO 2. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2003.11.013\nLi H, Hua ZM, Ping OJ (2006) Abrasion resistance of concrete containing nano-particles for pavement. Wear. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.wear.2005.08.006\nLi H, Xiao H, Guan X, Wang Z, Yu L (2014) Chloride diffusion in concrete containing nano-TiO2 under coupled effect of scouring. Compos B Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2013.09.024\nRao S, Silva P, de Brito J (2015) Experimental study of the mechanical properties and durability of self-compacting mortars with nano materials (SiO2 and TiO2). Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2015.08.049\nYing J, Zhou B, Xiao J (2017) Pore structure and chloride diffusivity of recycled aggregate concrete with nano-SiO2 and nano-TiO2. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.05.168\nShekari AH, Razzaghi MS (2011) Influence of nano particles on durability and mechanical properties of high performance concrete. Procedia Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.proeng.2011.07.382\nKarthikeyan B, Dhinakaran G (2018) Influence of ultrafine TiO2 and silica fume on performance of unreinforced and fiber reinforced concrete. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.11.133\nMadani H, Norouzifar MN, Rostami J (2018) The synergistic effect of pumice and silica fume on the durability and mechanical characteristics of eco-friendly concrete. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.04.070\nPedro D, de Brito J, Evangelista L (2017) Evaluation of high-performance concrete with recycled aggregates: use of densified silica fume as cement replacement. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.05.007\nMastali M, Dalvand A (2016) Use of silica fume and recycled steel fibers in self-compacting concrete (SCC). Constr Build Mater 125:196–209. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2016.08.046\nSong HW, Pack SW, Nam SH, Jang JC, Saraswathy V (2010) Estimation of the permeability of silica fume cement concrete. Constr Build Mater 24:5. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2009.08.033\nAli B, Ahmed H, Qureshi LA, Kurda R, Hafez H, Mohammed H et al (2020) Enhancing the hardened properties of recycled concrete (RC) through synergistic incorporation of fiber reinforcement and silica fume. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma13184112\nLin WT, Huang R, Chang JJ, Lee CL (2009) Effect of silica fumes on the permeability of fiber cement composites. J Chin Instit Eng Trans Chin Instit Eng Ser A\u002FChung-Kuo Kung Ch’eng Hsuch K’an. https:\u002F\u002Fdoi.org\u002F10.1080\u002F02533839.2009.9671535\nSingh S, Shintre D, Ransinchung RNGD, Kumar P (2018) Performance of fine RAP concrete containing flyash, silica fume, and bagasse ash. J Mater Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)mt.1943-5533.0002408\nMazloom M, Ramezanianpour AA, Brooks JJ (2004) Effect of silica fume on mechanical properties of high-strength concrete. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(03)00017-9\nTanyildizi H, Coskun A (2008) Performance of lightweight concrete with silica fume after high temperature. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2007.07.017\nWu Z, Khayat KH, Shi C (2019) Changes in rheology and mechanical properties of ultra-high performance concrete with silica fume content. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2019.105786\nASTM. ASTM C150 \u002F C150M-19a Standard Specification for Portland Cement. Annual Book of ASTM Standards 2019.\nC1240–15 (2015) A standard specification for silica fume used in cementitious mixtures, West Conshohocken. Pa\nASTM (2017) ASTM C778 standard specification for standard sand. ASTM (American Society for Testing and Materials)\nASTM C494 (2013) Standard specification for chemical admixtures for concrete. Annual Book of ASTM Standards 04\nASTM C109 (2020) ASTM C109 \u002F C109M - 20b. Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50 mm] Cube Specimens). Annual Book of ASTM Standards 04.\nWang YS, Cho HK, Wang XY (2022) Mixture optimization of sustainable concrete with silica fume considering CO2 emissions and cost. Buildings. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fbuildings12101580\nAhmad J, Abid SR, Arbili MM, Majdi A, Hakamy A, Deifalla AF (2022) A review on sustainable concrete with the partially substitutions of silica fume as a cementitious material. Sustain (Switzerland). https:\u002F\u002Fdoi.org\u002F10.3390\u002Fsu141912075\nGoel G, Sachdeva P, Chaudhary AK, Singh Y (2022) The use of nanomaterials in concrete: a review. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2022.09.051\nJanczarek M, Klapiszewski Ł, Jędrzejczak P, Klapiszewska I, Ślosarczyk A, Jesionowski T (2022) Progress of functionalized TiO2-based nanomaterials in the construction industry: a comprehensive review. Chem Eng J. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cej.2021.132062\nASTM C348–21 (2021) Standard test method for flexural strength of hydraulic-cement mortars. ASTM International 04\nAASHTO (2015) AASHTO TP 119: Standard method of test for electrical resistivity of a concrete cylinder tested in a uniaxial resistance Test.\nWen S, Chung DDL (2001) Electric polarization in carbon fiber-reinforced cement. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0008-8846(00)00382-3\nXie P, Gu P, Beaudoin JJ (1996) Electrical percolation phenomena in cement composites containing conductive fibres. J Mater Sci. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF00352673\nCao J, Chung DDL (2004) Electric polarization and depolarization in cement-based materials, studied by apparent electrical resistance measurement. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2003.09.003\nChen B, Wu K, Yao W (2004) Conductivity of carbon fiber reinforced cement-based composites. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(02)00138-5\nHan B, Ding S, Yu X (2015) Intrinsic self-sensing concrete and structures: a review. Measure (Lond). https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.measurement.2014.09.048\nHan B, Guan X, Ou J (2007) Electrode design, measuring method and data acquisition system of carbon fiber cement paste piezoresistive sensors. Sens Actuators A Phys. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.sna.2006.08.003\nASTM (2017) ASTM C944–99: Standard test method for abrasion resistance of concrete or mortar surfaces by the rotating-cutter method\nFoglar M, Hajek R, Fladr J, Pachman J, Stoller J (2017) Full-scale experimental testing of the blast resistance of HPFRC and UHPFRC bridge decks. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.04.054\nYoo DY, Banthia N (2017) Mechanical and structural behaviors of ultra-high-performance fiber-reinforced concrete subjected to impact and blast. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.05.136\nXu S, Wu P, Li Q, Zhou F, Chen B (2021) Experimental investigation and numerical simulation on the blast resistance of reactive powder concrete subjected to blast by embedded explosive. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2021.103989\nFeng J, Gao X, Li J, Dong H, He Q, Liang J et al (2019) Penetration resistance of hybrid-fiber-reinforced high-strength concrete under projectile multi-impact. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.01.038\nMina AL, Petrou MF, Trezos KG (2021) Resistance of an optimized ultra-high performance fiber reinforced concrete to projectile impact. Buildings. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fbuildings11020063\nYu R, Van Beers L, Spiesz P, Brouwers HJH (2016) Impact resistance of a sustainable ultra-high performance fibre reinforced concrete (UHPFRC) under pendulum impact loadings. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2015.12.157\nZiada M, Erdem S, Tammam Y, Kara S, Lezcano RAG (2021) The effect of basalt fiber on mechanical, microstructural, and high-temperature properties of fly ash-based and basalt powder waste-filled sustainable geopolymer mortar. Sustain (Switzerland). https:\u002F\u002Fdoi.org\u002F10.3390\u002Fsu132212610\nAshraf MR, Akmal U, Khurram N, Aslam F, Deifalla AF (2022) Impact resistance of styrene-butadiene rubber (SBR) latex-modified fiber-reinforced concrete: the role of aggregate size. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma15041283\nMoein MM, Saradar A, Rahmati K, Rezakhani Y, Ashkan SA, Karakouzian M (2023) Reliability analysis and experimental investigation of impact resistance of concrete reinforced with polyolefin fiber in different shapes, lengths, and doses. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2023.106262\nState-of-the-art report on fiber reinforced concrete (1996). ACI Committee 544 report 544,1R-96. Detroit: American Concrete Institute. ACI Committee 544.\nElkady HM, Yasien AM, Elfeky MS, Serag ME (2019) Assessment of mechanical strength of nano silica concrete (NSC) subjected to elevated temperatures. J Struct Fire Eng. https:\u002F\u002Fdoi.org\u002F10.1108\u002FJSFE-10-2017-0041\nHendrix D, McKeon J, Wille K (2019) Behavior of colloidal nanosilica in an ultrahigh performance concrete environment using dynamic light scattering. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma12121976\nKong D, Du X, Wei S, Zhang H, Yang Y, Shah SP (2012) Influence of nano-silica agglomeration on microstructure and properties of the hardened cement-based materials. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2012.08.006\nKhaloo A, Mobini MH, Hosseini P (2016) Influence of different types of nano-SiO2 particles on properties of high-performance concrete. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2016.03.041\nXu Z, Gao J, Zhou Z, Zhao Y, Chen X (2020) Hydration and microstructure of tricalcium silicate incorporating nano-TiO2. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.120805\nFeng D, Xie N, Gong C, Leng Z, Xiao H, Li H et al (2013) Portland cement paste modified by TiO2 nanoparticles: a microstructure perspective. Ind Eng Chem Res. https:\u002F\u002Fdoi.org\u002F10.1021\u002Fie4011595\nSun J, Cao X, Xu Z, Yu Z, Zhang Y, Hou G et al (2020) Contribution of core\u002Fshell TiO2@SiO2 nanoparticles to the hydration of Portland cement. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117127\nWang X, Pan Z, Zhu C, Zhu H (2014) Reaction degree of silica fume and its effect on compressive strength of cement-silica fume blends. J Wuhan Univ Technol Mater Sci Ed. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11595-014-0986-4\nBodt BA, Ostle B, Turner K, Hicks C, McElrath G (1997) Engineering statistics: the industrial experience. Technometrics. https:\u002F\u002Fdoi.org\u002F10.2307\u002F1270788\nEdwards LJ, Muller KE, Wolfinger RD, Qaqish BF, Schabenberger O (2008) An R2 statistic for fixed effects in the linear mixed model. Stat Med. https:\u002F\u002Fdoi.org\u002F10.1002\u002Fsim.3429\nYoo DY, Banthia N (2019) Impact resistance of fiber-reinforced concrete–a review. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2019.103389\nAbid SR, Abdul Hussein ML, Ali SH, Kazem AF (2020) Suggested modified testing techniques to the ACI 544-R repeated drop-weight impact test. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118321\nAbid SR, Abdul-Hussein ML, Ayoob NS, Ali SH, Kadhum AL (2020) Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber. Heliyon. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.heliyon.2020.e03198\nLi HL, Xu Y, Chen PY, Ge JJ, Wu F (2019) Impact energy consumption of high-volume rubber concrete with silica fume. Adv Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1155\u002F2019\u002F1728762\nSiddique R (2011) Utilization of silica fume in concrete: review of hardened properties. Resour Conserv Recycl 55:923–932. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.resconrec.2011.06.012\nChishi AK, Gautam L (2023) Sustainable use of silica fume in green cement concrete production: a review. Innov Infrastruct Solut. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41062-023-01164-z\nLou Y, Khan K, Amin MN, Ahmad W, Deifalla AF, Ahmad A (2023) Performance characteristics of cementitious composites modified with silica fume: a systematic review. Case Stud Constr Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2022.e01753\nGupta S (2013) Application of silica fume and nanosilica in cement and concrete–a review. J Today’s Ideas Tomorrow’s Technol. https:\u002F\u002Fdoi.org\u002F10.15415\u002Fjotitt.2013.12006\nRahmani T, Kiani B, Shekarchi M, Safari A (2012) Statistical and experimental analysis on the behavior of fiber reinforced concretes subjected to drop weight test. Constr Build Mater 37:360–369. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2012.07.068\nMohtasham Moein M, Saradar A, Rahmati K, Hatami Shirkouh A, Sadrinejad I, Aramali V et al (2022) Investigation of impact resistance of high-strength portland cement concrete containing steel fibers. Cem Mater High Perform Concr 15:1–30. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma15207157\nSong PS, Wu JC, Hwang S, Sheu BC (2005) Assessment of statistical variations in impact resistance of high-strength concrete and high-strength steel fiber-reinforced concrete. Cem Concr Res 35:393–399. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2004.07.021\nMastali M, Dalvand A (2016) The impact resistance and mechanical properties of self-compacting concrete reinforced with recycled CFRP pieces. Compos B Eng 92:360–376. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2016.01.046\nRahmati K, Saradar A, Mohtasham Moein M, Sardrinejad I, Bristow J, Yavari A et al (2022) Evaluation of engineered cementitious composites (ECC) containing polyvinyl alcohol (PVA) fibers under compressive, direct tensile, and drop-weight test. Multiscale Multidiscip Model Exper Design. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41939-022-00135-8\nAbid SR, Murali G, Ahmad J, Al-Ghasham TS, Vatin NI (2022) Repeated drop-weight impact testing of fibrous concrete: state-of-the-art literature review, analysis of results variation and test improvement suggestions. Materials. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma15113948\nBadr A, Ashour AF (2005) Modified ACI drop-weight impact test for concrete. ACI Mater J 102:249–255\nMyers JJ, Tinsley M (2013) Impact resistance of blast mitigation material using modified aci drop-weight impact test. ACI Mater J. https:\u002F\u002Fdoi.org\u002F10.14359\u002F51685668\nMohtasham Moein M, Mousavi SY, Madandoust R, Naser Saeid HNS (2019) The Impact resistance of steel fiber reinforcement concrete under different curing conditions: experimental and statistical analysis. J Civ Environ Eng 49(1):109–121\nKoushkbaghi M, Alipour P, Tahmouresi B, Mohseni E, Saradar A, Sarker PK (2019) Influence of different monomer ratios and recycled concrete aggregate on mechanical properties and durability of geopolymer concretes. Constr Build Mater 205:519–528. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.01.174\nSaradar A, Tahmouresi B, Mohseni E, Shadmani A (2018) Restrained shrinkage cracking of fiber-reinforced high-strength concrete. Fibers. https:\u002F\u002Fdoi.org\u002F10.3390\u002Ffib6010012\nShadmani A, Tahmouresi B, Saradar A, Mohseni E (2018) Durability and microstructure properties of SBR-modified concrete containing recycled asphalt pavement. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.07.080\nMosavinejad HG, Saradar A, Tahmouresi B (2018) Hoop stress-strain in fiber-reinforced cementitious composite thin-walled cylindrical shells. J Mater Civ Eng 30:1–12. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(ASCE)MT.1943-5533.0002428\nFakharifar M, Dalvand A, Arezoumandi M, Sharbatdar M, Chen G, Kheyroddin A (2014) Mechanical properties of high performance fiber reinforced cementitious composites. Constr Build Mater 71:510–520\nMastali A, Dalvand A, Sattarifard A (2016) The impact resistance and mechanical properties of reinforced self-compacting concrete with recycled glass fiber reinforced polymers. J Clean Prod 124:312–324\nWeibull W (1939) A statistical theory of the strength of materials, vol 151. Generalstabens Litografiska Anstalts Förlag, Stockholm. https:\u002F\u002Fbooks.google.com\u002Fbooks?id=otVRAQAAIAAJ\nMousavinejad SHG, Saradar A, Jabbari M, Moein MM (2023) Evaluation of fresh and hardened properties of self-compacting concrete containing different percentages of waste tiles. J Build Pathol Rehabilit. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41024-023-00329-8\nMurali G, Asrani NP, Ramkumar VR, Siva A, Haridharan MK (2019) Impact resistance and strength reliability of novel two-stage fibre-reinforced concrete. Arab J Sci Eng. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs13369-018-3466-x\nHaridharan MK, Matheswaran S, Murali G, Abid SR, Fediuk R, Mugahed Amran YH et al (2020) Impact response of two-layered grouted aggregate fibrous concrete composite under falling mass impact. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.120628\nChen X, Liu Z, Guo S, Huang Y, Xu W (2019) Experimental study on fatigue properties of normal and rubberized self-compacting concrete under bending. Constr Build Mater. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.01.207\nMurali G, Abid SR, Mugahed Amran YH, Abdelgader HS, Fediuk R, Susrutha A et al (2020) Impact performance of novel multi-layered prepacked aggregate fibrous composites under compression and bending. Structures. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.istruc.2020.10.001\nTumidajski PJ, Fiore L, Khodabocus T, Lachemi M, Pari R (2006) Comparison of Weibull and normal distributions for concrete compressive strengths. Can J Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1139\u002FL06-080\nBasu B, Tiwari D, Kundu D, Prasad R (2009) Is Weibull distribution the most appropriate statistical strength distribution for brittle materials? Ceram Int. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ceramint.2007.10.003\nPedrosa B, Correia JAFO, Rebelo CAS, Veljkovic M (2020) Reliability of fatigue strength curves for riveted connections using normal and weibull distribution functions. ASCE ASME J Risk Uncertain Eng Syst A Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1061\u002Fajrua6.0001081\nPrasad N, Murali G (2021) Exploring the impact performance of functionally-graded preplaced aggregate concrete incorporating steel and polypropylene fibres. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2020.102077\nBilir L, Imir M, Yi D, Albostan A (2015) An investigation on wind energy potential and small scale wind turbine performance at Incek region-Ankara Turkey. Energy Convers Manag. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enconman.2015.07.017\nScrivener KL, Juilland P, Monteiro PJM (2015) Advances in understanding hydration of Portland cement. Cem Concr Res 78:5. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.05.025\nJuenger MCG, Monteiro PJM, Gartner EM, Denbeaux GP (2005) A soft X-ray microscope investigation into the effects of calcium chloride on tricalcium silicate hydration. Cem Concr Res 35:5. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2004.05.016",{"VOID":140},"10.1007\u002Fs41062-024-01407-7","PUBLICATION","VERIFIED","2024-12-08T13:55:50.494+00:00","Auto Verify",[146],"VI","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-024-01407-7",[149,165,180,194,210,225],{"id":150,"sortIndex":21,"researcher":20,"roles":151,"affiliations":153,"properties":162,"displayName":164,"givenName":20,"familyName":20},"a9cf324d-2e4d-42c8-a588-0ff176f7b3aa",[152],"AUTHOR",[154],{"id":155,"sortIndex":21,"affiliation":156,"properties":20},"64ef9924-5fda-416c-8aae-ae243e500bc9",{"id":155,"createTime":20,"updateTime":20,"relativeEntities":157,"slug":20,"properties":158,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":161,"statistic":20},[],{"title":159},{"VI":160},"Department of Civil Engineering, University of Guilan, Rasht, Iran",[],{"title":163},{"VI":164},"Ashkan Saradar",{"id":166,"sortIndex":113,"researcher":20,"roles":167,"affiliations":168,"properties":177,"displayName":179,"givenName":20,"familyName":20},"e39a7b7e-a6ac-4500-ae08-0ee2aacfc4bc",[152],[169],{"id":170,"sortIndex":21,"affiliation":171,"properties":20},"883abe51-61e8-4599-9467-e2b13b3947c9",{"id":170,"createTime":20,"updateTime":20,"relativeEntities":172,"slug":20,"properties":173,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":176,"statistic":20},[],{"title":174},{"VI":175},"Department of Civil Engineering, Pardis Branch, Islamic Azad University, Pardis, Iran",[],{"title":178},{"VI":179},"Yousof Rezakhani",{"id":181,"sortIndex":182,"researcher":20,"roles":183,"affiliations":184,"properties":191,"displayName":193,"givenName":20,"familyName":20},"4cac2c11-b803-4322-9b2a-989e8257b1a2",2,[152],[185],{"id":155,"sortIndex":21,"affiliation":186,"properties":20},{"id":155,"createTime":20,"updateTime":20,"relativeEntities":187,"slug":20,"properties":188,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":190,"statistic":20},[],{"title":189},{"VI":160},[],{"title":192},{"VI":193},"Komeil Rahmati",{"id":195,"sortIndex":196,"researcher":20,"roles":197,"affiliations":198,"properties":207,"displayName":209,"givenName":20,"familyName":20},"e7da527f-fc30-4f7e-8da1-24c076f6b002",3,[152],[199],{"id":200,"sortIndex":21,"affiliation":201,"properties":20},"743a414e-dfa0-4b47-a97a-372e23ca9a07",{"id":200,"createTime":20,"updateTime":20,"relativeEntities":202,"slug":20,"properties":203,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":206,"statistic":20},[],{"title":204},{"VI":205},"Kadous Institute of Higher Education, Rasht, Iran",[],{"title":208},{"VI":209},"Farzad Johari Majd",{"id":211,"sortIndex":115,"researcher":20,"roles":212,"affiliations":213,"properties":222,"displayName":224,"givenName":20,"familyName":20},"0315a62c-e50a-478e-8d36-493858d7d885",[152],[214],{"id":215,"sortIndex":21,"affiliation":216,"properties":20},"ccdca9f5-a1f3-4793-a473-3ab37b6e6efe",{"id":215,"createTime":20,"updateTime":20,"relativeEntities":217,"slug":20,"properties":218,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":221,"statistic":20},[],{"title":219},{"EN":220},"Department of Civil Engineering, Allameh Mohaddes Nouri University, Nour, Iran",[],{"title":223},{"VI":224},"Mohammad Mohtasham Moein",{"id":226,"sortIndex":114,"researcher":20,"roles":227,"affiliations":228,"properties":237,"displayName":239,"givenName":20,"familyName":20},"92b403bb-9d9e-4f2f-ac84-b108e8ea0236",[152],[229],{"id":230,"sortIndex":21,"affiliation":231,"properties":20},"398f1a75-48a1-488b-9b9c-2223876abaa0",{"id":230,"createTime":20,"updateTime":20,"relativeEntities":232,"slug":20,"properties":233,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":236,"statistic":20},[],{"title":234},{"EN":235},"Department of Civil and Environmental Engineering and Construction, University of Nevada, Las Vegas, USA",[],{"title":238},{"VI":239},"Moses Karakouzian","ARTICLE",{"url":20,"publisher":242,"properties":20},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":243,"slug":10,"properties":244,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":248,"manageAffiliations":269,"indexDatabases":280,"url":108,"thumbnailPath":20,"statistic":295,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":245,"title":246,"eissn":247},{"VOID":13},{"EN":15},{"VOID":17},[249,253,257,261,265],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":250,"label":251,"description":252,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":254,"label":255,"description":256,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":258,"label":259,"description":260,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":262,"label":263,"description":264,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":266,"label":267,"description":268,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[270,275],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":271,"slug":20,"properties":272,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":274,"statistic":20},[],{"title":273},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":276,"slug":20,"properties":277,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":279,"statistic":20},[],{"title":278},{"EN":67},[61],[281,288],{"id":71,"indexDatabase":282,"url":82,"indexYears":83,"academicFieldIds":287,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":283,"label":284,"description":285,"key":79,"publicationTags":286,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":289,"url":105,"indexYears":20,"academicFieldIds":294,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":290,"label":291,"description":292,"key":101,"publicationTags":293,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":296,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":297,"totalCitation":21,"totalCitationByYear":298,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":299,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},"2024-03-05",2024,[90,103],false,{"id":305,"createTime":306,"updateTime":307,"relativeEntities":308,"slug":309,"properties":310,"entityType":141,"verifyStatus":142,"verifyTime":321,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":322,"fullTextUrl":20,"authors":323,"publicationType":240,"publisherRelationship":386,"citationCount":450,"citationInfo":451,"publishDate":454,"publishYear":452,"citationAnalyzeStatus":455,"lastCitationAnalyze":307,"indexDatabases":456,"openAccess":20,"references":20,"isForceReanalyzing":303},"691bb88c-1576-4664-8135-177177ce490c","2024-02-06T06:03:16.882+00:00","2026-08-24T23:20:39.911+00:00",[],"Effect-of-waste-ceramic-sanitary-ware-as-partial-replacement-of-aggregates-and-cement-in-concrete",{"abstract":311,"title":313,"gsPaper":315,"references":317,"doi":319},{"EN":312},"This research aims at deriving the mechanical properties of concrete containing waste ceramic sanitary ware as coarse aggregate, fine aggregate and ceramic powder as a partial replacement against natural coarse aggregate, natural river sand and Portland cement, respectively. Various physical and chemical properties of these materials were obtained to ensure the physical and chemical feasibility of the proposed replacement study. The replacement percentage of coarse ceramic aggregate (Acc) varied between 10–100% and the optimal replacement percentage was designated with respect to the strength of Plain Concrete (PC). Then the replacement percentage of fine ceramic aggregate (Afc) varied between 10–30% keeping Acc optimal percentage constant. Thereafter, the replacement percentage of ceramic powder (Cc) varied between 10–20% keeping both Acc and Afc optimal percentages constant. Finally, Waste Ceramic Optimal Concrete (WCOC) was obtained based on the compressive strength of cubes. Further, 1% straight steel fibres were incorporated in WCOC, and the compressive strength of Waste Ceramic Fibre Concrete (WCFC) was determined. A total of 225 cube specimens were cast for the present research. Lastly, 27 beams were cast to determine and compare the flexural strength of PC, WCOC and WCFC beams. An excellent enhancement of about 5.3% and 6.6% in compressive strength of WCOC and WCFC, respectively, was found compared to PC whereas; in the case of flexure satisfactory results were observed.\n",{"EN":314},"Effect of waste ceramic sanitary ware as partial replacement of aggregates and cement in concrete",{"VOID":316},"[\"15041451758128559411\"]",{"VOID":318},"Najm HM, Ahmad S (2021) The effect of metallic and non-metallic fiber on the mechanical properties of waste ceramic concrete. Innov Infrastruct Solut 6(4):1–15. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41062-021-00571-4\nBengal SN, Pammar LS, Nayak CB (2022) Engineering application of organic materials with concrete: A review, materials today: proceedings, volume 56. Part 1:581–586. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2022.02.390\nMohammed H, Ahmed S (2020) Mechanical performance evaluation of concrete with waste coarse ceramic aggregate. In: Ahmed S, Abbas S, Zia H (eds) smart cities—opportunities and challenges. Lecture Notes in Civil Engineering, vol 58. Springer, Singapore. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-981-15-2545-2_49\nSubramani T, Suresh B (2015) Experimental investigation of using ceramic waste as a coarse aggregate making a lightweight concrete. Int J Appl Innov Eng Manag 4(5):153–162\nHuseien GF, Shah KW, Sam ARM (2019) Sustainability of nanomaterials based self-healing concrete: an all-inclusive insight. J Build Eng 23:155–171\nRay S, Haque M, Md. Sakib N, Mita AF, Rahman MDM, Tanmoy BB (2021) Use of ceramic wastes as aggregates in concrete production: a review. J Build Eng 43:102567. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2021.102567\nBoukhelkhal D, Guendouz M, Bourdot A, Hanane C, Kaouther M (2021) Elaboration of bio-based building materials made from recycled olive core. MRS Energy Sustain 8:98–109. https:\u002F\u002Fdoi.org\u002F10.1557\u002Fs43581-021-00006-8\nGuendouz M, Boukhelkhal D (2018) Properties of dune sand concrete containing coffee waste. MATEC Web Conf 149:01039. https:\u002F\u002Fdoi.org\u002F10.1051\u002Fmatecconf\u002F201814901039\nBenimam S, Bentchikou M, Debieb F, Kenai S, Mohamed G (2021) Physical and mechanical properties of cement mortar with LLDPE powder and PET fiber wastes. Adv Concr Constr 12(6):461–467. https:\u002F\u002Fdoi.org\u002F10.12989\u002Facc.2021.12.6.461\nGuendouz M, Debieb F, Boukendakdji O, Kadri EH, Bentchikou M, Soualhi H (2016) Use of plastic waste in sand concrete. J Mater Environ Sci 7(2):382–389\nJaved A, Siddique S, Prasad VR (2015) Investigation on ceramic waste and stone dust as aggregate replacement in concrete. Int J Eng Technol Manag Appl Sci 3:127–130\nPepe M (2015) Concrete industry: waste generation and environmental concerns. In: A conceptual model for designing recycled aggregate concrete for structural applications. Springer Theses. Springer, Cham. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-3-319-26473-8_2\nBrekailo F, Pereira E, Pereira E, Farias MM, Medeiros-Junior RA (2021) Red ceramic and concrete waste as replacement of portland cement: Microstructure aspect of eco-mortar in external sulfate attack. Clean Mater 3:100034. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.clema.2021.100034\nSekar T, Ganesan N, Nampoothiri NVN (2011) Studies on strength characteristics on utilization of waste materials as coarse aggregate in concrete. Int J Eng Sci Technol 3(7):5436–5440\nChen X, Zhang D, Cheng S, Xu X, Zhao C, Wang X, Wu Q, Bai X (2022) Sustainable reuse of ceramic waste powder as a supplementary cementitious material in recycled aggregate concrete: Mechanical properties, durability and microstructure assessment. J Build Eng. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2022.104418\nYun CM, et al (2022) Ceramic tiles waste as coarse aggregate filler replacement in concrete. In: Rahman MR, Mei Yun C, Bakri MKB (eds) Waste materials in advanced sustainable concrete. Engineering materials. Springer, Cham. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-3-030-98812-8_10\nMedina C, Sánchez de Rojas MI, Frías M (2012) Reuse of sanitary ceramic wastes as coarse aggregate in eco-efficient concretes. Cement Concr Compos 34(1):48–54. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2011.08.015\nGarcía-González J, Rodríguez-Robles D, Juan-Valdés A, Morán-delPozo JM, Guerra-Romero MI (2015) Ceramic ware waste as coarse aggregate for structural concrete production. Environ Technol 36(23):3050–3059. https:\u002F\u002Fdoi.org\u002F10.1080\u002F09593330.2014.951076\nRashid K, Razzaq A, Ahmad M, Rashid T, Tariq S (2017) Experimental and analytical selection of sustainable recycled concrete with ceramic waste aggregate. Constr Build Mater 154:829–840. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.07.219\nAwoyera PO, Akinmusuru JO, Ndambuki JM (2016) Green concrete production with ceramic wastes and laterite. Constr Build Mater 117:29–36. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2016.04.108\nSenthamarai RM, Manoharan PD (2005) Concrete with ceramic waste aggregate. Cement Concr Compos 27(9–10):910–913. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2005.04.003\nSiddesha H (2011) Experimental studies on the effect of ceramic fine aggregate on the strength properties of concrete. Int J Sci Technol 1(1):71–76\nCanbaz M (2016) The effect of high temperature on concrete with waste ceramic aggregate. Iran J Sci Technol Trans Civ Eng 40:41–48. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs40996-016-0002-7\nGuendouz M, Boukhelkhal D, Bourdot A (2021) Recycling of floor tile waste as fine aggregate in flowable sand concrete. In: Chiba Y, Tlemçani A, Smaili A (eds) Advances in green energies and materials technology. Springer proceedings in energy. Springer, Singapore. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-981-16-0378-5_30\nGoyal RK, Agarwal V, Gupta R, Rathore K, Somani P (2022) Optimum utilization of ceramic tile waste for enhancing concrete properties. Mater Today Proc 49(5):1769–1775. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2021.08.011\nPitarch AM, Reig L, Tomás AE et al (2019) Effect of tiles, bricks and ceramic sanitary-ware recycled aggregates on structural concrete properties. Waste Biomass Valor 10:1779–1793. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs12649-017-0154-0\nMeena RV, Jain JK, Chouhan HS, Beniwal AS (2022) Mechanical and durability performance of self-compacting concrete with waste ceramic tile as a replacement for natural river sand. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2021.12.303\nSivakumar A, Srividhya S, Sathiyamoorthy V, Seenivasan M, Subbarayan MR (2021) Impact of waste ceramic tiles as partial replacement of fine and coarse aggregate in concrete. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2021.08.142\nDaniyal M, Ahmad S (2015) Application of waste ceramic tile aggregates in concrete, International Journal of Innovative Research in Science. Eng Technol 4(12):12808–12815\nIS: 383-1970 (Reaffirmed 2016) Coarse and fine aggregate of concrete- specification, Bureau of Indian Standards (BIS), New Delhi\nIS: 10262-2009 (Reaffirmed 2019) Concrete mix proportioning- guidelines, Bureau of Indian Standards (BIS), New Delhi\nIS: 516-1959 (Reaffirmed 2004) Methods of tests for strength of concrete, Bureau of Indian Standards (BIS), New Delhi",{"VOID":320},"10.1007\u002Fs41062-023-01166-x","2024-06-24T03:38:12.016+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-023-01166-x",[324,341,354,371],{"id":325,"sortIndex":21,"researcher":20,"roles":326,"affiliations":327,"properties":336,"displayName":338,"givenName":20,"familyName":20},"a7229620-ca42-4d68-ad67-84e4eb5518b6",[152],[328],{"id":329,"sortIndex":21,"affiliation":330,"properties":20},"8034c4f9-874c-4b66-8f7c-b1bb2a63f62b",{"id":329,"createTime":20,"updateTime":20,"relativeEntities":331,"slug":20,"properties":332,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":335,"statistic":20},[],{"title":333},{"VI":334},"Department of Civil Engineering, Zakir Hussain College of Engineering and Technology, Aligarh Muslim University, Aligarh, India",[],{"title":337,"gsAuthor":339},{"VI":338},"Shakeel Ahmad",{"VOID":340},"[\"1r8XIscAAAAJ\"]",{"id":342,"sortIndex":113,"researcher":20,"roles":343,"affiliations":344,"properties":351,"displayName":353,"givenName":20,"familyName":20},"9ed459d9-117a-40c4-af79-7015517d5409",[152],[345],{"id":329,"sortIndex":21,"affiliation":346,"properties":20},{"id":329,"createTime":20,"updateTime":20,"relativeEntities":347,"slug":20,"properties":348,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":350,"statistic":20},[],{"title":349},{"VI":334},[],{"title":352},{"VI":353},"Rehan A. Khan",{"id":355,"sortIndex":182,"researcher":20,"roles":356,"affiliations":357,"properties":366,"displayName":368,"givenName":20,"familyName":20},"c59ddcad-24cf-4e63-80f3-071cd9d92b63",[152],[358],{"id":359,"sortIndex":21,"affiliation":360,"properties":20},"a66ba3a2-7815-41eb-b2c0-8bee435da612",{"id":359,"createTime":20,"updateTime":20,"relativeEntities":361,"slug":20,"properties":362,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":365,"statistic":20},[],{"title":363},{"VI":364},"Civil Engineering Section, University Polytechnic, Faculty of Engineering and Technology, New Delhi, India",[],{"title":367,"gsAuthor":369},{"VI":368},"Saba Shamim",{"VOID":370},"[\"t9gBR-sAAAAJ\"]",{"id":372,"sortIndex":196,"researcher":20,"roles":373,"affiliations":374,"properties":381,"displayName":383,"givenName":20,"familyName":20},"162b5c68-fd08-41d7-b589-0d4a8d357057",[152],[375],{"id":329,"sortIndex":21,"affiliation":376,"properties":20},{"id":329,"createTime":20,"updateTime":20,"relativeEntities":377,"slug":20,"properties":378,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":380,"statistic":20},[],{"title":379},{"VI":334},[],{"title":382,"gsAuthor":384},{"VI":383},"Umesh Chandra",{"VOID":385},"[\"4xy6fFUAAAAJ\"]",{"url":322,"publisher":387,"properties":445},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":388,"slug":10,"properties":389,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":393,"manageAffiliations":414,"indexDatabases":425,"url":108,"thumbnailPath":20,"statistic":440,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":390,"title":391,"eissn":392},{"VOID":13},{"EN":15},{"VOID":17},[394,398,402,406,410],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":395,"label":396,"description":397,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":399,"label":400,"description":401,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":403,"label":404,"description":405,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":407,"label":408,"description":409,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":411,"label":412,"description":413,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[415,420],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":416,"slug":20,"properties":417,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":419,"statistic":20},[],{"title":418},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":421,"slug":20,"properties":422,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":424,"statistic":20},[],{"title":423},{"EN":67},[61],[426,433],{"id":71,"indexDatabase":427,"url":82,"indexYears":83,"academicFieldIds":432,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":428,"label":429,"description":430,"key":79,"publicationTags":431,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":434,"url":105,"indexYears":20,"academicFieldIds":439,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":435,"label":436,"description":437,"key":101,"publicationTags":438,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":441,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":442,"totalCitation":21,"totalCitationByYear":443,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":444,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":446,"volume":448},{"VOID":447},"1-13",{"VOID":449},"8",6,{"total":450,"publishYear":452,"statisticByYear":453},2023,{"2024":113,"2025":196,"2026":182},"2023-07-07","ERROR_IN_ANALYZE_CITATION",[90,103],{"id":458,"createTime":459,"updateTime":460,"relativeEntities":461,"slug":462,"properties":463,"entityType":141,"verifyStatus":142,"verifyTime":472,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":473,"fullTextUrl":20,"authors":474,"publicationType":240,"publisherRelationship":492,"citationCount":21,"citationInfo":556,"publishDate":559,"publishYear":557,"citationAnalyzeStatus":455,"lastCitationAnalyze":560,"indexDatabases":561,"openAccess":20,"references":562,"isForceReanalyzing":303},"23bfc924-d2c7-4b44-801a-0504b8f58747","2023-12-10T09:39:55.789+00:00","2026-08-24T21:08:31.774+00:00",[],"An-approach-to-finite-element-modeling-of-liquid-storage-tanks-in-ANSYS-A-review",{"abstract":464,"title":466,"gsPaper":468,"doi":470},{"EN":465},"Post-earthquake utilities of liquid storage tanks do not need any over emphasis. Liquid storage tanks used in public water distribution system provide water for firefighting and also for drinking and household purposes. Tanks used in industry are equally critical as they contain hazardous liquids and their leakage may lead to catastrophic situation. Thus, seismic safety of liquid storage tanks, which are life line structures, is very important. The prime aim of the present work is to review the sloshing phenomenon studied by various researchers in the past. The study is broadly divided into two parts namely tanks without obstruction and tanks with obstruction and its effects on sloshing parameters. A brief review on sloshing problem in complex tank geometries in form of Intze, elliptical and conical tanks is also presented. The study also presents an overview and development of mathematical formulations to predict the sloshing parameters in form of sloshing frequency, convective mass excited and hydrodynamic pressure profiles which enable present structural engineers in designing earthquake-resistant storage structures. A brief review on modeling circular and rectangular liquid storage tanks using ANSYS software is also presented along with the assumptions and suitable element for modeling. The study also investigates the advantages and disadvantages of the different analysis methods available in the finite element program (ANSYS) to obtain the sloshing parameters. The study concludes that an optimum mesh size as detailed in the present study must be evaluated to determine slosh parameters. An arbitrary fine mesh results in a limited number of modes extracted from the finite element analysis and further gives inaccurate solutions.",{"EN":467},"An approach to finite element modeling of liquid storage tanks in ANSYS: A review",{"VOID":469},"[\"12540426347607723733\"]",{"VOID":471},"10.1007\u002Fs41062-021-00589-8","2024-04-26T16:01:23.802+00:00","https:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs41062-021-00589-8",[475],{"id":476,"sortIndex":21,"researcher":20,"roles":477,"affiliations":478,"properties":487,"displayName":489,"givenName":20,"familyName":20},"4d789e9e-1abf-4801-9bbe-590e8fe26913",[152],[479],{"id":480,"sortIndex":21,"affiliation":481,"properties":20},"b4f48cab-564c-44b9-99ab-d31bb51fb972",{"id":480,"createTime":20,"updateTime":20,"relativeEntities":482,"slug":20,"properties":483,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":486,"statistic":20},[],{"title":484},{"VI":485},"Department of Civil Engineering, MIT World Peace University, Pune, India",[],{"title":488,"gsAuthor":490},{"VI":489},"Muhammed Zain Kangda",{"VOID":491},"[\"ggQ4WygAAAAJ\"]",{"url":473,"publisher":493,"properties":551},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":494,"slug":10,"properties":495,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":499,"manageAffiliations":520,"indexDatabases":531,"url":108,"thumbnailPath":20,"statistic":546,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":496,"title":497,"eissn":498},{"VOID":13},{"EN":15},{"VOID":17},[500,504,508,512,516],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":501,"label":502,"description":503,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":505,"label":506,"description":507,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":509,"label":510,"description":511,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":513,"label":514,"description":515,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":517,"label":518,"description":519,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[521,526],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":522,"slug":20,"properties":523,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":525,"statistic":20},[],{"title":524},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":527,"slug":20,"properties":528,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":530,"statistic":20},[],{"title":529},{"EN":67},[61],[532,539],{"id":71,"indexDatabase":533,"url":82,"indexYears":83,"academicFieldIds":538,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":534,"label":535,"description":536,"key":79,"publicationTags":537,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":540,"url":105,"indexYears":20,"academicFieldIds":545,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":541,"label":542,"description":543,"key":101,"publicationTags":544,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":547,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":548,"totalCitation":21,"totalCitationByYear":549,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":550,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":552,"volume":554},{"VOID":553},"1-20",{"VOID":555},"6",{"total":21,"publishYear":557,"statisticByYear":558},2021,{},"2021-07-26","2026-08-24T21:08:31.773+00:00",[90,103],[563,566,569,572,575,578,584,587,590,593,596,599,602,605,608,611,614,617,620,623,626,629,632,638,641,644,650,653,656,662,665,668,671,674,677,680,683,686,689,695,701,707,713,716,719,722,725,728,731,737,740,743,746,749,752,758,761,764,767,770,773,776,779,785,788,791,797,803,806,809,815,818,824,827,830,833,839,842,845,848,851,854,860,863,866,869,875,881,884,887,890,893,896,899,905,908,914,920,923,926,932,935,938,941,944,947,950,953,956,959,962,968,971,977,983,986,989,992,995,998],{"id":20,"text":564,"url":20,"identifiers":565},"Housner GW (1963) Dynamic analysis of fluids in containers subjected to acceleration. Report No. TID 4500, Nuclear Reactors and Earthquakes. US Atomic Energy Commission, Washington DC",{},{"id":20,"text":567,"url":20,"identifiers":568},"Koller MG, Malhotra PK (2004) Seismic evaluation of unanchored tanks. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 1–6",{},{"id":20,"text":570,"url":20,"identifiers":571},"Barros CR (2004) Determination of seismic design envelopes of bottom supported tanks by distinct F.E.M. analyses. In Proceedings of SISMICA, Portugal, April, 14–16",{},{"id":20,"text":573,"url":20,"identifiers":574},"Hamada M (1999) The 1999 Kocaeli earthquake, Turkey: investigation into damage to civil engineering structures. Reconnaissance Team Report, Japanese Society of Civil Engineers",{},{"id":20,"text":576,"url":20,"identifiers":577},"Johnso GS (2002) “Refinery damage and emergency response in the 1999 Izmit, Turkey Earthquake”. In CA state land commission, prevention first symposium",{},{"id":579,"text":580,"url":581,"identifiers":582},"4c68646b-0035-4279-8000-0006b275d4fa","Sezen H, Whittaker AS (2006) Seismic performance of industrial facilities affected by 1999 Turkey earthquake. J Perform Constr Facil 20(1):28–36","https:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs10440-022-00541-7",{"doi":583},"10.1007\u002Fs10440-022-00541-7",{"id":20,"text":585,"url":20,"identifiers":586},"Yazici G, Cili F (2008) Evaluation of the liquid storage tank failures in the 1999 Kocaeli Earthquake. In Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October 12–17",{},{"id":579,"text":588,"url":581,"identifiers":589},"Jacobsen LS (1949) Impulsive hydrodynamics of fluid inside a cylindrical tank and of fluid surrounding a cylindrical pier. Bull Seismol Soc Am 39:189–204",{"doi":583},{"id":579,"text":591,"url":581,"identifiers":592},"Housner GW (1963) The dynamic behavior of water tanks. Bull Seismol Soc Am 53(2):381–387",{"doi":583},{"id":20,"text":594,"url":20,"identifiers":595},"European Committee for Standardization (ECS) (1998) Design Provisions for Earthquake Resistance of Structures, Part 1—General Rules and Part 4—Silos, Tanks and Pipelines, Eurocode 8, Brussels, Belgium",{},{"id":20,"text":597,"url":20,"identifiers":598},"NZSEE (1986) Code of practice for concrete structures for the storage of liquids. Standards Association of New Zealand, Wellington",{},{"id":579,"text":600,"url":581,"identifiers":601},"American Concrete Institute (ACI) (2001) Seismic design of liquid containing concrete structures, ACI 350.3. Farmington Hills, MI",{"doi":583},{"id":579,"text":603,"url":581,"identifiers":604},"Arya AS, Thakkar SK, Goyal AS (1971) Vibration analysis of thin cylindrical containers. J Eng Mech Div 97(EM2):317–331",{"doi":583},{"id":20,"text":606,"url":20,"identifiers":607},"Veletsos AS, Yang JY (1976) Dynamics of fixed-base liquid-storage tanks. In Proceedings of U.S. - Japan seminar on Earthquake Engineering Research with emphasis on lifeline systems, Tokyo, Japan, November 8–12",{},{"id":579,"text":609,"url":581,"identifiers":610},"Aslam M, Godden WG, Scalise DT (1979) Earthquake sloshing in annular and cylindrical tanks. J Eng Mech Div 105(EM3):371–389",{"doi":583},{"id":579,"text":612,"url":581,"identifiers":613},"Haroun MA, Housner GW (1982) Complications in free vibration analysis of tanks. J Eng Mech Div ASCE 108(EM5):801–818",{"doi":583},{"id":20,"text":615,"url":20,"identifiers":616},"Veletsos AS (1984) Seismic response and design of liquid storage tanks. In Proceedings of Technical Council on Lifeline Earthquake Engineering and Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, ASCE, New York, 255–370 and 443–461",{},{"id":579,"text":618,"url":581,"identifiers":619},"Stuart R, Shipley L, Ghose A, Hiremath M (1995) Dynamic analysis of high-level waste storage tanks. Comput Struct 56(2\u002F3):415–424",{"doi":583},{"id":579,"text":621,"url":581,"identifiers":622},"Malhotra PK (1997) Seismic response of soil supported unanchored liquid storage tanks. J Struct Eng 123(4):440–450",{"doi":583},{"id":579,"text":624,"url":581,"identifiers":625},"Malhotra PK, Wenk T, Wieland M (2000) Simple procedure for seismic analysis of liquid-storage tanks. Struct Eng Int 10(3):197–201",{"doi":583},{"id":579,"text":627,"url":581,"identifiers":628},"Gardarsson SM, Yeh H (2007) Hysteresis in shallow water sloshing. J Eng Mech 133(10):1093–1100",{"doi":583},{"id":579,"text":630,"url":581,"identifiers":631},"Jaiswal OR, Kulkarni S, Pathak P (2008) A study on sloshing frequencies of fluid-tank system. In Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October 12–17",{"doi":583},{"id":633,"text":634,"url":635,"identifiers":636},"ced233f6-c8fb-4758-9271-041dfb6660cd","Tang Y, Grandy C, Seidensticker R (2010) Seismic response of annular cylindrical tanks. Nucl Eng Des 240:2614–2625","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0029549310004863",{"doi":637},"10.1016\u002Fj.nucengdes.2010.07.014",{"id":579,"text":639,"url":581,"identifiers":640},"Ghaemmaghami AR, Kianoush MR (2010) Effect of wall flexibility on dynamic response of concrete rectangular liquid storage tanks under horizontal and vertical ground motions. J Struct Eng 136(4):441–451",{"doi":583},{"id":579,"text":642,"url":581,"identifiers":643},"Moslemi M, Kianoush MR (2012) Parametric study on dynamic behavior of cylindrical ground-supported tanks. Eng Struct 42:214–230",{"doi":583},{"id":645,"text":646,"url":647,"identifiers":648},"02d8ff6b-b1ac-426c-a253-6b7739adeb01","Tedesco JW, Landis DW, Kostem CN (1989) Seismic analysis of cylindrical liquid storage tanks. Comput Struct 32(5):1165–1174","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F0045794989904161",{"doi":649},"10.1016\u002F0045-7949(89)90416-1",{"id":579,"text":651,"url":581,"identifiers":652},"Oliaiy A, Mahmoudi R, Ashrafzadeh F (2014) Introducing padded wall to reduce sloshing induced wall pressure in water storage tanks. Int J Eng 27(12):1823–1831",{"doi":583},{"id":579,"text":654,"url":581,"identifiers":655},"Jung JH, Yoon HS, Lee CY (2015) Effect of natural frequency modes on sloshing phenomenon in a rectangular tank. Int J Nav Archit Ocean Eng 7(3):580–594",{"doi":583},{"id":657,"text":658,"url":659,"identifiers":660},"21aec720-de69-4129-91c0-2749b89bf5ab","Kianoush MR, Ghaemmaghami AR (2011) The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction. Eng Struct 33(7):2186–2200","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0141029611001283",{"doi":661},"10.1016\u002Fj.engstruct.2011.03.009",{"id":20,"text":663,"url":20,"identifiers":664},"Choun YS (2012) Sloshing Response of Liquid Storage Tanks Subjected to Earthquakes with Different Peak Acceleration to Velocity Ratios. In Proc. 15th World Conference on Earthquake Engineering, (pp. 24–28)",{},{"id":579,"text":666,"url":581,"identifiers":667},"Kotrasová K, Grajciar I (2014) Dynamic analysis of liquid storage cylindrical tanks due to earthquake. Adv Mater Res 969:119–124",{"doi":583},{"id":20,"text":669,"url":20,"identifiers":670},"Vathi M, Karamanos SA (2014) Liquid Storage Tanks: Seismic Analysis. Encyclopedia of Earthquake Engineering, Springer, Berlin",{},{"id":579,"text":672,"url":581,"identifiers":673},"Malhotra PK, Nimse P, Meekins M (2014) Seismic sloshing in a horizontal liquid storage tank. Struct Eng Int 24(4):466–473",{"doi":583},{"id":579,"text":675,"url":581,"identifiers":676},"Sivý M, Musil M, Chlebo O, Havelka R (2017) Sloshing effects in tanks containing liquid. MATEC Web Conf 107:00069 (EDP Sciences)",{"doi":583},{"id":20,"text":678,"url":20,"identifiers":679},"Otremba F, Romero Navarrete JA (2019) Sloshing in vertical circular tanks and earthquakes perturbations. In Lecture notes in engineering and computer science: Proceedings of the world congress on engineering and computer science (pp. 22–24)",{},{"id":579,"text":681,"url":581,"identifiers":682},"Zhao D, Hu Z, Chen G, Lim S, Wang S (2018) Nonlinear sloshing in rectangular tanks under forced excitation. Int J Nav Archit Ocean Eng 10(5):545–565",{"doi":583},{"id":579,"text":684,"url":581,"identifiers":685},"Ning DZ, Song WH, Liu YL, Teng B (2012) A boundary element investigation of liquid sloshing in coupled horizontal and vertical excitation. J Appl Math",{"doi":583},{"id":579,"text":687,"url":581,"identifiers":688},"Ning DZ, Teng B, Zhao HT, Hao CL (2010) A comparison of two methods for calculating solid angle coefficients in a BIEM numerical wave tank. Eng Anal Bound Elem 34(1):92e96",{"doi":583},{"id":690,"text":691,"url":692,"identifiers":693},"d22dc359-0665-4b4f-8649-07c49b5302a9","Virella JC, Prato CA, Godoy LA (2008) Linear and nonlinear 2D finite element analysis of sloshing modes and pressures in rectangular tanks subject to horizontal harmonic motions. J Sound Vib 312(3):442–460","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0022460X07008875",{"doi":694},"10.1016\u002Fj.jsv.2007.07.088",{"id":696,"text":697,"url":698,"identifiers":699},"6c48667e-4d5d-4455-9b75-df2a789f22a8","Pal P, Bhattacharyya SK (2010) Sloshing in partially filled liquid containers—Numerical and experimental study for 2-D problems. J Sound Vib 329(21):4466–4485","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0022460X10003111",{"doi":700},"10.1016\u002Fj.jsv.2010.05.006",{"id":702,"text":703,"url":704,"identifiers":705},"cf29701e-cf46-4ddd-ad73-524058142bfa","Goudarzi MA, Sabbagh-Yazdi SR (2012) Investigation of nonlinear sloshing effects in seismically excited tanks. Soil Dyn Earthq Eng 43:355–365","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0267726112001996",{"doi":706},"10.1016\u002Fj.soildyn.2012.08.001",{"id":708,"text":709,"url":710,"identifiers":711},"3cae237a-3594-4112-800e-f169cc2da319","Moslemi M, Farzin A, Kianoush MR (2019) Nonlinear sloshing response of liquid-filled rectangular concrete tanks under seismic excitation. Eng Struct 188:564–577","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0141029618326269",{"doi":712},"10.1016\u002Fj.engstruct.2019.03.037",{"id":579,"text":714,"url":581,"identifiers":715},"Sivý M, Musil M (2016) Seismic resistance of storage tanks containing liquid in accordance with principles of eurocode 8 standard. Stroj Cas J Mech Eng 66(2):79–88",{"doi":583},{"id":579,"text":717,"url":581,"identifiers":718},"Ruiz RO, Lopez-Garcia D, Taflanidis AA (2015) An efficient computational procedure for the dynamic analysis of liquid storage tanks. Eng Struct 85:206–218",{"doi":583},{"id":579,"text":720,"url":581,"identifiers":721},"Hosseinzadeh N, Kazem H, Ghahremannejad M, Ahmadi E, Kazem N (2013) Comparison of API650-2008 provisions with FEM analyses for seismic assessment of existing steel oil storage tanks. J Loss Prev Process Ind 26(4):666–675",{"doi":583},{"id":20,"text":723,"url":20,"identifiers":724},"Musil M, Sivý M (2015) Dynamic analysis of liquid storage tank using FE method and results comparison with analytical models. In Proceedings of Conference on Innovation Science Engineering and Technology, Slovakia (pp. 9–13)",{},{"id":579,"text":726,"url":581,"identifiers":727},"Benasciutti D, Moro L, Cimenti N (2014) Seismic analysis of a liquid storage tank used in wine industry: a FEM-based approach. In V: International CAE Conference. Verona, Italy",{"doi":583},{"id":579,"text":729,"url":581,"identifiers":730},"Yazdanian M, Razavi V, Mashal M (2016) Study on the dynamic behavior of cylindrical steel liquid storage tanks using finite element method. J Theor Appl Vib Acoust 2(2):145–166",{"doi":583},{"id":732,"text":733,"url":734,"identifiers":735},"0f02a15e-2f0d-4fca-a9e1-4c18d70e2a9d","Liu WK (1981) Finite element procedures for fluid-structure interactions and application to liquid storage tanks. Nucl Eng Des 65(2):221–238","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002F0029549381900911",{"doi":736},"10.1016\u002F0029-5493(81)90091-1",{"id":579,"text":738,"url":581,"identifiers":739},"Babu SS, Bhattacharyya SK (1996) Finite element analysis of fluid-structure interaction effect on liquid retaining structures due to sloshing. Comput Struct 59(6):1165–1171",{"doi":583},{"id":579,"text":741,"url":581,"identifiers":742},"Kim JM, Chang SH, Yun CB (2002) Fluid-structure-soil interaction analysis of cylindrical liquid storage tanks subjected to horizontal earthquake loading. Struct Eng Mech Int J 13(6):615–638",{"doi":583},{"id":579,"text":744,"url":581,"identifiers":745},"Cho KH, Cho SY (2007) Seismic response of cylindrical steel tanks considering fluid-structure interaction. Steel Struct 7(2):147–152",{"doi":583},{"id":20,"text":747,"url":20,"identifiers":748},"Shahverdiani K, Rahaei A, Khoshnoudian F (2008) Fluid-structure interaction in concrete cylindrical tanks under harmonic excitations",{},{"id":579,"text":750,"url":581,"identifiers":751},"Ozdemir Z, Souli M, Fahjan YM (2010) Application of nonlinear fluid–structure interaction methods to seismic analysis of anchored and unanchored tanks. Eng Struct 32(2):409–423",{"doi":583},{"id":753,"text":754,"url":755,"identifiers":756},"52be928d-a4bc-454e-9b28-b638085ca9c3","Nicolici S, Bilegan RM (2013) Fluid structure interaction modeling of liquid sloshing phenomena in flexible tanks. Nucl Eng Des 258:51–56","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0029549313000526",{"doi":757},"10.1016\u002Fj.nucengdes.2012.12.024",{"id":579,"text":759,"url":581,"identifiers":760},"Phan HN, Paolacci F (2018) Fluid-structure interaction problems: an application to anchored and unanchored steel storage tanks subjected to seismic loadings. arXiv preprints arXiv, 1805. 00679. Safsafas",{"doi":583},{"id":20,"text":762,"url":20,"identifiers":763},"Sadek ESA, Gomaa MS, El Ghazaly HA (2019) Seismic behavior of ground rested rectangular RC tank considering fluid-structure-soil interaction",{},{"id":579,"text":765,"url":581,"identifiers":766},"Waezi Z, Attari NK, Rofooei FR (2019) Controlling the seismic response of structures under near-field earthquakes with fluid\u002Fstructure interaction of cylindrical liquid tanks. Eur J Environ Civ Eng, 1–24.",{"doi":583},{"id":579,"text":768,"url":581,"identifiers":769},"Mir FUH, Yu CC, Whittaker AS (2021) Experimental and numerical studies of seismic fluid-structure interaction in a base-supported cylindrical vessel. Earthq Eng Struct Dynam 50(5):1395–1413",{"doi":583},{"id":579,"text":771,"url":581,"identifiers":772},"Demir A, Dinçer AE, Öztürk Ş, Kazaz İ (2021) Numerical and experimental investigation of sloshing in a water tank with a fully coupled fluid-structure interaction method. Prog Comput Fluid Dyn Int J 21(2):103–114",{"doi":583},{"id":20,"text":774,"url":20,"identifiers":775},"NASA SP-8009 (1968) Propellant slosh loads. NASA Space Vehicle Design Criteria (Structures), National Aeronautics and Space Administration, Washington, DC",{},{"id":579,"text":777,"url":581,"identifiers":778},"Abramson HN (1966) The dynamic behavior of liquids in moving containers. NASA SP-106, National Aeronautics and Space Administration, Washington, D.C.",{"doi":583},{"id":780,"text":781,"url":782,"identifiers":783},"324b8122-a325-412c-911d-7681a57f687d","Watson EBB, Evans DV (1991) Resonant Frequencies of a fluid in containers with internal bodies. J Eng Math 25:115–135","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002FBF00042849",{"doi":784},"10.1007\u002FBF00042849",{"id":579,"text":786,"url":581,"identifiers":787},"Jeyakumaran R, Mciver P (1995) Approximations to the sloshing frequencies for rectangular tanks with internal structures. J Eng Math 29:537–556",{"doi":583},{"id":579,"text":789,"url":581,"identifiers":790},"Drake KR (1999) The Effect of internal pipes on fundamental frequency of liquid sloshing in a circular tank. Appl Ocean Res 21:133–143",{"doi":583},{"id":792,"text":793,"url":794,"identifiers":795},"891c30ac-0309-42bf-a783-7ff1d8f95aaf","Aksari E, Daneshmand F (2009) Coupled Vibration of a partially fluid- filled cylindrical container with a cylindrical internal body. J Fluids Struct 25:389–405","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0889974608000911",{"doi":796},"10.1016\u002Fj.jfluidstructs.2008.07.003",{"id":798,"text":799,"url":800,"identifiers":801},"8285f725-5255-4926-9cdf-ee6d8ac48e7b","Biswal KC, Bhattacharyya SK, Sinha PK (2004) Dynamic response analysis of liquid- filled cylindrical tank with annular baffle. J Sound Vib 274:13–37","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0022460X03005686",{"doi":802},"10.1016\u002FS0022-460X(03)00568-6",{"id":579,"text":804,"url":581,"identifiers":805},"Gavrilyuk I, Lukovsky I, Trotsenko Yu, Timokha A (2006) Sloshing in a vertical circular cylindrical tank with an annular baffle. Part 1. Linear fundamental solution. J Eng Math 54:71–88",{"doi":583},{"id":579,"text":807,"url":581,"identifiers":808},"Panigrahy PK, Saha UK, Maity D (2009) Experimental studies on sloshing behavior due to horizontal movement of liquids in baffled tanks. Ocean Eng 36:213–222",{"doi":583},{"id":810,"text":811,"url":812,"identifiers":813},"488e5f75-bf52-42de-87fe-5e6b6f1068bf","Hasheminejad SM, Mohammadi MM (2011) Effect of anti-slosh baffles on free liquid oscillations in partially filled horizontal circular tanks. Ocean Eng 38(1):49–62","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0029801810002088",{"doi":814},"10.1016\u002Fj.oceaneng.2010.09.010",{"id":579,"text":816,"url":581,"identifiers":817},"Wang JD, Lo SH, Zhou D (2013) Sloshing of liquid in rigid cylindrical container with multiple rigid annular baffles: Lateral excitations. J Fluids Struct 42:421–436",{"doi":583},{"id":819,"text":820,"url":821,"identifiers":822},"211602f3-aa94-4a4a-aca8-b90d5bd22299","Wang JD, Lo SH, Zhou D (2012) Liquid sloshing in rigid cylindrical container with multiple rigid annular baffles: free vibration. J Fluids Struct 34:138–156","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0889974612001338",{"doi":823},"10.1016\u002Fj.jfluidstructs.2012.06.006",{"id":579,"text":825,"url":581,"identifiers":826},"Wang W, Peng Y, Zhou Y, Zhang Q (2016) Liquid sloshing in partly-filled laterally-excited cylindrical tanks equipped with multi baffles. Appl Ocean Res 59:543–563",{"doi":583},{"id":579,"text":828,"url":581,"identifiers":829},"Wang JD, Zhou D, Liu WQ (2012) Sloshing of liquid in rigid cylindrical container with a rigid annular baffle. Part I: free vibration. Shock Vib 19(6):1185–1203",{"doi":583},{"id":579,"text":831,"url":581,"identifiers":832},"Wang JD, Zhou D, Liu WQ (2012) Sloshing of liquid in rigid cylindrical container with a rigid annular baffle. Part II: lateral excitation. Shock Vib 19(6):1205–1222",{"doi":583},{"id":834,"text":835,"url":836,"identifiers":837},"db0b90f1-7cf4-4bde-a9f1-2571d4709cbc","Xue MA, Lin PZ, Zheng JH, Ma YX, Yuan XL, Nguyen VT (2013) Effects of perforated baffle on reducing sloshing in rectangular tank: experimental and numerical study. China Ocean Eng 27(5):615–628","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs13344-013-0052-6",{"doi":838},"10.1007\u002Fs13344-013-0052-6",{"id":579,"text":840,"url":581,"identifiers":841},"Yoon SH, Park KJ (2015) Effect of baffles on sloshing mitigation in liquid storage tanks. Adv Sci Technol Lett 108:1–5",{"doi":583},{"id":579,"text":843,"url":581,"identifiers":844},"Ning DZ, Su P, Zhang CW (2019) Experimental study on a sloshing mitigation concept using floating layers of solid foam elements. China Ocean Eng 33(1):34–43",{"doi":583},{"id":579,"text":846,"url":581,"identifiers":847},"Zhu A, Xue MA, Yuan X, Zhang F, Zhang W (2021) Effect of double-side curved baffle on reducing sloshing in tanks under surge and pitch excitations. Shock Vib",{"doi":583},{"id":579,"text":849,"url":581,"identifiers":850},"Poguluri SK, Cho IH (2020) Mitigation of liquid sloshing in a rectangular tank due to slotted porous screen. Proc Inst Mech Eng Part M J Eng Maritime Environ 234(3):686–698",{"doi":583},{"id":579,"text":852,"url":581,"identifiers":853},"Yu YM (2021) Experimental studies on sloshing mitigation using dual perforated floating plates in a rectangular tank. China Ocean Eng 35(2):301–307",{"doi":583},{"id":855,"text":856,"url":857,"identifiers":858},"3fa32cd8-4c01-462a-8485-eb3b943b6747","Iranmanesh A, Nikbakhti R (2021) Numerical study on suppressing liquid sloshing of a rectangular tank using moving baffles linked to a spring system. Ocean Eng 229:109002","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0029801821004376",{"doi":859},"10.1016\u002Fj.oceaneng.2021.109002",{"id":579,"text":861,"url":581,"identifiers":862},"Behruzi P, De Rose F (2018) Active and passive sloshing mitigation in tanks. In The 28th International Ocean and Polar Engineering Conference. International Society of Offshore and Polar Engineers",{"doi":583},{"id":579,"text":864,"url":581,"identifiers":865},"Cheng X, Jing W, Gong L (2017) Simplified model and energy dissipation characteristics of a rectangular liquid-storage structure controlled with sliding base isolation and displacement-limiting devices. J Perform Constr Facil 31(5):04017071",{"doi":583},{"id":579,"text":867,"url":581,"identifiers":868},"Love JS, Haskett TC (2018) Nonlinear modelling of tuned sloshing dampers with large internal obstructions: damping and frequency effects. J Fluids Struct 79:1–13",{"doi":583},{"id":870,"text":871,"url":872,"identifiers":873},"593a900a-926d-4073-ae24-ab05b021c3d8","Zhang Z (2020) Numerical and experimental investigations of the sloshing modal properties of sloped-bottom tuned liquid dampers for structural vibration control. Eng Struct 204:110042","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0141029619325453",{"doi":874},"10.1016\u002Fj.engstruct.2019.110042",{"id":876,"text":877,"url":878,"identifiers":879},"3e68f3dd-7208-4bf1-b38d-3205fd95a7b6","Cavalagli N, Biscarini C, Facci AL, Ubertini F, Ubertini S (2017) Experimental and numerical analysis of energy dissipation in a sloshing absorber. J Fluids Struct 68:466–481","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0889974616303681",{"doi":880},"10.1016\u002Fj.jfluidstructs.2016.11.020",{"id":579,"text":882,"url":581,"identifiers":883},"Kangda MZ, Sawant SS, Jaiswal OR (2019) Sloshing in liquid storage tanks with internal obstructions. In: Recent Advances in Structural Engineering, Volume 2. Lecture Notes in Civil Engineering, vol 12. Springer, Singapore",{"doi":583},{"id":20,"text":885,"url":20,"identifiers":886},"IITK-GSDMA (2007) “Guidelines for seismic design of liquid storage tanks”- Provisions with commentary. Indian Institute of Technology, Kanpur",{},{"id":20,"text":888,"url":20,"identifiers":889},"Joshi SP (2000) Equivalent mechanical model for horizontal vibration of rigid intze tanks. ISET J Earthq Technol 37(1–3):39–47",{},{"id":579,"text":891,"url":581,"identifiers":892},"Moslemi M, Kianoush MR, Pogorzelski W (2011) Seismic response of liquid-filled elevated tanks. Eng Struct 33(6):2074–2084",{"doi":583},{"id":20,"text":894,"url":20,"identifiers":895},"El Damatty A, Korol RM, Tang LM (2000) Analytical and experimental investigation of the dynamic response of liquid-filled conical tanks. In Proceedings of the World Conference of Earthquake Engineering. New Zealand, Paper (No. 966, pp. 1–8)",{},{"id":20,"text":897,"url":20,"identifiers":898},"Degtyarev K, Gnitko V, Naumenko V, Strelnikova E (2016) Reduced boundary element method for liquid sloshing analysis of cylindrical and conical tanks with baffles. Int J Electron Eng Comput Sci 1(1):14–27",{},{"id":900,"text":901,"url":902,"identifiers":903},"ce4cda6b-c4c5-4e7d-abd6-2ace523275a9","El Damatty AA, Sweedan AMI (2006) Equivalent mechanical analog for dynamic analysis of pure conical tanks. Thin-Walled Struct 44(4):429–440","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0263823106000437",{"doi":904},"10.1016\u002Fj.tws.2006.03.016",{"id":579,"text":906,"url":581,"identifiers":907},"Musa A (2016) Analysis and design procedure for liquid-filled conical tanks under seismic loading.",{"doi":583},{"id":909,"text":910,"url":911,"identifiers":912},"0bc649cb-d04b-41a4-9ae5-c71ffd10968c","Casciati F, De Stefano A, Matta E (2003) Simulating a conical tuned liquid damper. Simul Model Pract Theory 11(5–6):353–370","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS1569190X03000510",{"doi":913},"10.1016\u002Fs1569-190x(03)00051-0",{"id":915,"text":916,"url":917,"identifiers":918},"180a7d56-bd4c-4082-94ba-5f3419b27dfa","Moslemi M, Kianoush MR (2016) Application of seismic isolation technique to partially filled conical elevated tanks. Eng Struct 127:663–675","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0141029616305594",{"doi":919},"10.1016\u002Fj.engstruct.2016.09.009",{"id":20,"text":921,"url":20,"identifiers":922},"Moslemi M, Kianoush R (2017) Numerical study on seismically isolated liquid-filled conical elevated tanks. In 16th world conf on earthquake eng, 16WCEE, Santiago, Chile.",{},{"id":579,"text":924,"url":581,"identifiers":925},"Kopecky KJ (1967) Nonlinear sloshing in elliptical tanks. PhD Thesis, Iowa State University of Science and Technology Ames, Iowa, United States of America",{"doi":583},{"id":927,"text":928,"url":929,"identifiers":930},"6b314d7f-935d-4c55-a929-e1aa34de4378","Hasheminejad SM, Aghabeigi M (2009) Liquid sloshing in half-full horizontal elliptical tanks. J Sound Vib 324(1–2):332–349","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0022460X09000844",{"doi":931},"10.1016\u002Fj.jsv.2009.01.040",{"id":579,"text":933,"url":581,"identifiers":934},"Hasheminejad SM, Aghabeigi M (2011) Transient sloshing in half-full horizontal elliptical tanks under lateral excitation. J Sound Vib 330(14):3507–3525",{"doi":583},{"id":579,"text":936,"url":581,"identifiers":937},"Zhan HJ, Redekop D (2008) Vibration, buckling and collapse of ovaloid toroidal tanks. Thin-walled Struct 46(4):380–389",{"doi":583},{"id":579,"text":939,"url":581,"identifiers":940},"Hasheminejad SM, Soleimani H (2017) Linear solution for liquid sloshing in an upright elliptical cylindrical container with an eccentric core barrel. J Eng Mech 143(9):04017105",{"doi":583},{"id":579,"text":942,"url":581,"identifiers":943},"Hasheminejad SM, Aghabeigi M (2012) Sloshing characteristics in half-full horizontal elliptical tanks with vertical baffles. Appl Math Model 36(1):57–71",{"doi":583},{"id":579,"text":945,"url":581,"identifiers":946},"Wang W, Tang G, Song X, Zhou Y (2017) Transient sloshing in partially filled laterally excited horizontal elliptical vessels with T-shaped baffles. J Press Vessel Technol, 139(2)",{"doi":583},{"id":579,"text":948,"url":581,"identifiers":949},"Wang W, Peng Y, Zhang Q, Ren L, Jiang Y (2017) Sloshing of liquid in partially liquid filled toroidal tank with various baffles under lateral excitation. Ocean Eng 146:434–456",{"doi":583},{"id":579,"text":951,"url":581,"identifiers":952},"Wang W, Zhang Q, Ma Q, Ren L (2018) Sloshing effects under longitudinal excitation in horizontal elliptical cylindrical containers with complex baffles. J Waterw Port Coast Ocean Eng 144(2):04017044",{"doi":583},{"id":579,"text":954,"url":581,"identifiers":955},"Budiansky B (1960) Sloshing of liquids in circular canals and spherical tanks. J Aerosp Sci 27(3):161–173",{"doi":583},{"id":20,"text":957,"url":20,"identifiers":958},"Abramson HN, Chu WH, Garza LR (1963) Liquid sloshing in spherical tanks. AIAA J 1(2):384–389",{},{"id":20,"text":960,"url":20,"identifiers":961},"Sumner IE, Stofan AJ (1963) An experimental investigation of the viscous damping of liquid sloshing in spherical tanks. National Aeronautics and Space Administration",{},{"id":963,"text":964,"url":965,"identifiers":966},"31d75fec-afd7-488e-9799-f2b0594cceb0","Curadelli O, Ambrosini D, Mirasso A, Amani M (2010) Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement. J Fluids Struct 26(1):148–159","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0889974609001224",{"doi":967},"10.1016\u002Fj.jfluidstructs.2009.10.002",{"id":579,"text":969,"url":581,"identifiers":970},"Yang ZR, Shou BN, Sun LIANG, Wang JJ (2011) Earthquake response analysis of spherical tanks with seismic isolation. Procedia Eng 14:1879–1886",{"doi":583},{"id":972,"text":973,"url":974,"identifiers":975},"9c751bbd-9c46-451a-b33b-d8d577a7c067","Thirunavukkarasu B, Rajagopal TKR (2021) Numerical investigation of sloshing in tank with horivert baffles under resonant excitation using CFD code. Thin-Walled Struct 161:107517","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0263823121000768",{"doi":976},"10.1016\u002Fj.tws.2021.107517",{"id":978,"text":979,"url":980,"identifiers":981},"4cbb157f-4e70-4141-b0e6-c9102e52a913","Ma C, Xiong C, Ma G (2021) Numerical study on suppressing violent transient sloshing with single and double vertical baffles. Ocean Eng 223:108557","https:\u002F\u002Fwww.sciencedirect.com\u002Fscience\u002Farticle\u002Fpii\u002FS0029801820314657",{"doi":982},"10.1016\u002Fj.oceaneng.2020.108557",{"id":579,"text":984,"url":581,"identifiers":985},"Tang YY, Liu YD, Chen C, Chen Z, He YP, Zheng MM (2021) Numerical study of liquid sloshing in 3D LNG tanks with unequal baffle height allocation schemes. Ocean Eng 234:109181",{"doi":583},{"id":579,"text":987,"url":581,"identifiers":988},"Liu D, Lin P, Xue MA, Cheng L, Lian J (2021) Numerical simulation of two-layered liquid sloshing in tanks under horizontal excitations. Ocean Eng 224:108768",{"doi":583},{"id":579,"text":990,"url":581,"identifiers":991},"Gandara T, Barrio ECD, Cruchaga M, Baiges J (2021) Experimental and numerical modeling of a sloshing problem in a stepped based rectangular tank. Phys Fluids 33(3):033111",{"doi":583},{"id":579,"text":993,"url":581,"identifiers":994},"Gurusamy S, Kumar D (2020) Experimental study on nonlinear sloshing frequency in shallow water tanks under the effects of excitation amplitude and dispersion parameter. Ocean Eng 213:107761",{"doi":583},{"id":20,"text":996,"url":20,"identifiers":997},"ANSYS manual (2009) Theory reference for ANSYS workbench products. ANSYS Inc",{},{"id":579,"text":999,"url":581,"identifiers":1000},"Westergaard HM (1933) Water pressures on dams during earthquakes. Trans Am Soc Civ Eng 98(2):418–433",{"doi":583},{"id":1002,"createTime":1003,"updateTime":1004,"relativeEntities":1005,"slug":1006,"properties":1007,"entityType":141,"verifyStatus":142,"verifyTime":1018,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1019,"fullTextUrl":20,"authors":1020,"publicationType":240,"publisherRelationship":1055,"citationCount":115,"citationInfo":1118,"publishDate":1120,"publishYear":557,"citationAnalyzeStatus":1121,"lastCitationAnalyze":1004,"indexDatabases":1122,"openAccess":20,"references":20,"isForceReanalyzing":303},"95fe60bb-5e0d-4dad-813a-34b33c9c1497","2024-01-03T02:35:03.780+00:00","2026-07-29T18:44:12.266+00:00",[],"Nondestructive-volumetric-quantification-of-irregular-shaped-soil-samples-using-close-range-photogrammetry",{"abstract":1008,"title":1010,"gsPaper":1012,"references":1014,"doi":1016},{"EN":1009},"The main purpose of this study is to introduce a noncontact and nondestructive methodology to determine the volumetric properties of irregular shaped bulk soil specimens using close-range photogrammetry. To this accomplishment, 3D models of soil specimens were reconstructed by using a computational technique called Structure from Motion (SfM). This technique uses multiple overlapping photos of the same object from different perspectives to generate a 3D reconstruction. A cylindrical shaped calibration object was produced by a high precision mechanical lathe tool for the evaluation of the accuracy of the proposed technique. The SfM method and the Archimedes test setup were verified for regular shaped solid calibration object by obtaining 0.020% and 0.051% relative errors in volume with respect to production dimensions. In order to verify the proposed methodology, bulk soil specimens were prepared by compacting soils from three different soil classes with two different energy levels. The compacted soils were broken into pieces and irregular shaped bulk soil specimens were obtained. Volumes were measured through photogrammetric and conventional technique. Inevitably, paraffin wax coating was used for the bulk soil specimens for the Archimedes method, and drawbacks were experienced. Volume and bulk density comparisons of irregular shaped bulk soil specimens were made between the Archimedes displacement method and the proposed one. The errors for the bulk specimens are experienced slightly higher than that of the calibration object. This is attributed to the discrepancies originated from the paraffin wax, in this study.",{"EN":1011},"Nondestructive volumetric quantification of irregular shaped soil samples using close-range photogrammetry",{"VOID":1013},"[\"12978820386328009219\"]",{"VOID":1015},"Cornelis WM, Corluy J, Medina H, Diaz J, Hartmann R, Van Meirvenne M, Ruiz ME (2006) Measuring and modelling the soil shrinkage characteristic curve. Geoderma 137(1–2):179–191. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.geoderma.2006.08.022\nASTM D7263–09 (2018) Standard test methods for laboratory determination of density unit weight of soil specimens ASTM. Int West Conshohocken. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD7263-09R18E02\nStewart RD, Abou Najm MR, Rupp DE, Selker JS (2012) An image-based method for determining bulk density and the soil shrinkage curve. Soil Sci Soc Am J 76(4):1217–1221. https:\u002F\u002Fdoi.org\u002F10.2136\u002Fsssaj2011.0276n\nda Fonseca AV, Pineda J (2017) Getting high-quality samples in sensitive’soils for advanced laboratory tests. Innov Infrastr Solut 2(1):34. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs41062-017-0086-3\nGonzalez RC, Woods RE (2002) Digital image processing, 2nd edn. Pearson Education Inc, Upper Saddle River, New Jersey\nPuppala AJ, Katha B, Hoyos LR (2004) Volumetric shrinkage strain measurements in expansive soils using digital imaging technology. Geotech Test J 27(6):547–556. https:\u002F\u002Fdoi.org\u002F10.1520\u002Fgtj12069\nÖren AH, Önal O, Özden G, Kaya A (2006) Nondestructive evaluation of volumetric shrinkage of compacted mixtures using digital image analysis. Eng Geol 85(3–4):239–250. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enggeo.2006.02.008\nGapak Y, Das G, Yerramshetty U, Bharat TV (2017) Laboratory determination of volumetric shrinkage behavior of bentonites: a critical appraisal. Appl Clay Sci 135:554–566. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.clay.2016.10.038\nMoret-Fernández D, Latorre B, Peña C, González-Cebollada C, López MV (2016) Applicability of the photogrammetry technique to determine the volume and the bulk density of small soil aggregates. Soil Res 54(3):354–359. https:\u002F\u002Fdoi.org\u002F10.1071\u002Fsr15163\nPorter ST, Roussel M, Soressi M (2016) A simple photogrammetry rig for the reliable creation of 3D artifact models in the field: lithic examples from the Early Upper Paleolithic sequence of Les Cottés (France). Adv Archaeol Pract 4(1):71–86. https:\u002F\u002Fdoi.org\u002F10.7183\u002F2326-3768.4.1.71\nZhang X, Li L (2018) A new approach to measure soil shrinkage curve. Geotech Test J. https:\u002F\u002Fdoi.org\u002F10.1520\u002FGTJ20150237A\nASTM D698–12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12400 ft-lbf\u002Fft3 (600 kN-m\u002Fm3)). ASTM Int West Conshohocken. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0698-12E02\nMousavi V, Khosravi M, Ahmadi M, Noori N, Haghshenas S, Hosseininaveh A, Varshosaz M (2018) The performance evaluation of multi-image 3D reconstruction software with different sensors. Measurement 120:1–10. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.measurement.2018.01.058\nASTM D1557–12e1 (2012) Standard test methods for laboratory compaction characteristics of soil using modified effort (56000 ft-lbf\u002Fft3 (2700 kN-m\u002Fm3)). ASTM Int, West Conshohocken PA. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD1557-12E01\nTinjum JM, Benson CH, Blotz LR (1997) Soil-water characteristic curves for compacted clays. J Geotech Geoenviron Eng 123(11):1060–1069. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(ASCE)1090-0241(1997)123:11(1060)\nGharehaghajlou A, Önal O (2018) A parametric study on the bulk density determination of soil specimens using close-range photogrammetry. İzmir-Çeşme: 13th International Congress on Advances in Civil Engineering, 12–14 September 2018, Izmir\u002FTURKEY\nMatthews NA (2008) Aerial and close-range photogrammetric technology: providing resource documentation, interpretation, and preservation. US Department of the Interior, Bureau of Land Management\nUysal M, Toprak AS, Polat N (2015) DEM generation with UAV Photogrammetry and accuracy analysis in Sahitler hill. Measurement 73:539–543. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.measurement.2015.06.010\nAgüera-Vega F, Carvajal-Ramírez F, Martínez-Carricondo P (2017) Assessment of photogrammetric mapping accuracy based on variation ground control points number using unmanned aerial vehicle. Measurement 98:221–227. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.measurement.2016.12.002\nWestoby MJ, Brasington J, Glasser NF, Hambrey MJ, Reynolds JM (2012) ‘Structure-from-Motion’photogrammetry: a low-cost, effective tool for geoscience applications. Geomorphology 179:300–314. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.geomorph.2012.08.021\nLowe, D. G. (1999). Object recognition from local scale-invariant features. In Computer vision, 1999. The proceedings of the seventh IEEE international conference on (Vol. 2, pp. 1150-1157). Ieee. https:\u002F\u002Fdoi.org\u002F10.1109\u002Ficcv.1999.790410\nLowe DG (2004) Distinctive image features from scale-invariant keypoints. Int J Comput Vision 60(2):91–110. https:\u002F\u002Fdoi.org\u002F10.1023\u002Fb:visi.0000029664.99615.94\nFreund, M. (1982). Paraffin products: properties, technologies, applications Vol. 14. Elsevier Science Limited. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fs0376-7361(08)x7008-6\nRiesen R, Widmann G (1984) Thermoanalyse. Hijthig, Heidelberg, Anwendungen, Begriffe, Methoden. https:\u002F\u002Fdoi.org\u002F10.1002\u002Ffood.19850290835\nUkrainczyk N, Kurajica S, Šipušić J (2010) Thermophysical comparison of five commercial paraffin waxes as latent heat storage materials. Chem Biochem Eng Quar 24(2):129–137\nSchimmelpfennig, M., Weber, K., Kalb, F., Feller, K. H., Butz, T., & Matthäi, M. (2007). Volume expansion of paraffins from dip tube measurements. Jahrbuch fuer den Praktiker, 417-429\nGarcia-Bengochea I, Altschaeffl AG, Lovell CW (1979) Pore distribution and permeability of silty clays. J Geotech Eng Div 105(7):839–856. https:\u002F\u002Fdoi.org\u002F10.1520\u002Fstp28321s\nAcar, Y. B., & Olivieri, I. (1989). Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay. Transportation Research Record, (1219)\nBenson CH, Daniel DE (1990) Influence of clods on the hydraulic conductivity of compacted clay. J Geotech Eng 116(8):1231–1248. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)0733-9410(1990)116:8(1231)\nPrapaharan S, White DM, Altschaeffl AG (1991) Fabric of field-and laboratory-compacted clay. J Geotech Eng 117(12):1934–1940. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)0733-9410(1991)117:12(1934)",{"VOID":1017},"10.1007\u002Fs41062-021-00470-8","2024-08-31T03:06:12.364+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-021-00470-8",[1021,1038],{"id":1022,"sortIndex":21,"researcher":20,"roles":1023,"affiliations":1024,"properties":1033,"displayName":1035,"givenName":20,"familyName":20},"6aad4f56-6300-423d-9843-b93adb57c76c",[152],[1025],{"id":1026,"sortIndex":21,"affiliation":1027,"properties":20},"9ee1c5fa-00d9-4048-81e1-20580d01043e",{"id":1026,"createTime":20,"updateTime":20,"relativeEntities":1028,"slug":20,"properties":1029,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1032,"statistic":20},[],{"title":1030},{"VI":1031},"Department of Civil Engineering, Dokuz Eylül University, Engineering Faculty, Izmir, Turkey",[],{"title":1034,"gsAuthor":1036},{"VI":1035},"Okan Onal",{"VOID":1037},"[\"_70IlDoAAAAJ\"]",{"id":1039,"sortIndex":113,"researcher":20,"roles":1040,"affiliations":1041,"properties":1050,"displayName":1052,"givenName":20,"familyName":20},"d4ea61a2-4406-4098-ab92-d879367234bf",[152],[1042],{"id":1043,"sortIndex":21,"affiliation":1044,"properties":20},"0b8c5648-5104-4692-8cbe-523cac7a23e0",{"id":1043,"createTime":20,"updateTime":20,"relativeEntities":1045,"slug":20,"properties":1046,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1049,"statistic":20},[],{"title":1047},{"VI":1048},"The graduate School of Natural and Applied Sciences, Dokuz Eylül University, İzmir, Turkey",[],{"title":1051,"gsAuthor":1053},{"VI":1052},"Araz Gharehaghajlou",{"VOID":1054},"[\"PIHrr1kAAAAJ\"]",{"url":1019,"publisher":1056,"properties":1114},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1057,"slug":10,"properties":1058,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1062,"manageAffiliations":1083,"indexDatabases":1094,"url":108,"thumbnailPath":20,"statistic":1109,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1059,"title":1060,"eissn":1061},{"VOID":13},{"EN":15},{"VOID":17},[1063,1067,1071,1075,1079],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1064,"label":1065,"description":1066,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1068,"label":1069,"description":1070,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1072,"label":1073,"description":1074,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1076,"label":1077,"description":1078,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1080,"label":1081,"description":1082,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1084,1089],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1085,"slug":20,"properties":1086,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1088,"statistic":20},[],{"title":1087},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1090,"slug":20,"properties":1091,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1093,"statistic":20},[],{"title":1092},{"EN":67},[61],[1095,1102],{"id":71,"indexDatabase":1096,"url":82,"indexYears":83,"academicFieldIds":1101,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1097,"label":1098,"description":1099,"key":79,"publicationTags":1100,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1103,"url":105,"indexYears":20,"academicFieldIds":1108,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1104,"label":1105,"description":1106,"key":101,"publicationTags":1107,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1110,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1111,"totalCitation":21,"totalCitationByYear":1112,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1113,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":1115,"volume":1117},{"VOID":1116},"1-12",{"VOID":555},{"total":115,"publishYear":557,"statisticByYear":1119},{"2021":113,"2022":113,"2026":113},"2021-02-18","DONE_ANALYZE_CITATION",[90,103],{"id":1124,"createTime":1125,"updateTime":1126,"relativeEntities":1127,"slug":1128,"properties":1129,"entityType":141,"verifyStatus":142,"verifyTime":1140,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1141,"fullTextUrl":20,"authors":1142,"publicationType":240,"publisherRelationship":1194,"citationCount":20,"citationInfo":20,"publishDate":1258,"publishYear":1259,"citationAnalyzeStatus":1260,"lastCitationAnalyze":20,"indexDatabases":1261,"openAccess":20,"references":20,"isForceReanalyzing":303},"e2453a2e-ce4f-4c17-8158-366ca1676f0c","2024-01-08T16:13:21.997+00:00","2026-07-25T21:49:53.533+00:00",[],"Seismic-isolation-of-tunnels-in-blocky-rock-mass-using-expanded-polystyrene-EPS-Geofoam",{"abstract":1130,"title":1132,"gsPaper":1134,"references":1136,"doi":1138},{"EN":1131},"Damages to mountain tunnels reported following recent seismic events have challenged the long-held belief of buried structures to have adequate earthquake-resistant features. Field observations also highlight that the geological joints play a dominating role in governing the seismic response. However, most investigations idealize the geological medium as a continuous domain, which has an inherent limitation in their inability to capture the wave–joint interaction. Given the above, the present study attempts to assess the seismic response of a circular lined tunnel in a distinct element-based framework, which can capture the interaction between the wave and joints. First, the seismic response of a circular lined tunnel under the action of a recorded earthquake time history is performed for two different depths. Subsequently, the feasibility of using Expanded Polystyrene (EPS) Geofoam as an effective buffer material for seismic isolation of tunnels is investigated. The evolution of variation of axial force and bending moment in the tunnel liners are highlighted for both the cases. A marked reduction in the seismic demand is observed when EPS Geofoam is utilized as a coating material around the liner. The results of the numerical simulation highlight the promising capabilities of using EPS Geofoam as a protective material for underground tunnels.",{"EN":1133},"Seismic isolation of tunnels in blocky rock mass using expanded polystyrene (EPS) Geofoam",{"VOID":1135},"[\"12757807448590055928\"]",{"VOID":1137},"AbdelSalam SS, Azzam SA (2016) Reduction of lateral pressures on retaining walls using geofoam inclusion. Geosynth Int 23(6):395–407\nAbdelSalam SS, Jama RA, Salah MA (2019) EPS inclusion to reduce vertical stresses on shallow tunnels. Geosynth Int 26(2):121–135\nAlzo’ubi AM, Martin CD, Cruden DM (2007) A discrete element damage model for rock slopes. In: Rock mechanics: meeting society’s challenges and demands (1st Canada-US rock mechanics symposium, Vancouver)\nAsakura T, Sato Y (1998) Mountain tunnels in the 1995 Hyogoken-Nanbu earthquake. Q Rep RTRI 39(1):9–16\nChen Z, Shi Z, Li T, Yuan Y (2012) Damage characteristics and influence factors of mountain tunnels under strong earthquakes. Nat Hazards 61:387–401\nCundall PA (1971) A computer model for simulating progressive large scale movements in blocky rock systems. In: Proceedings of the symposium of the international society of rock mechanics. ISRM, pp 129–136\nCundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29:47–65\nItasca Consulting Group Inc. (2004) Universal distinct element code user’s manual, Minneapolis\nJiang Y, Wang C, Zhao X (2010) Damage assessment of tunnels caused by the 2004 Mid Niigata Prefecture earthquake using Hayashi’s quantification theory type II. Nat Hazards 53:425–441\nKazerani T, Zhao J (2010) Micromechanical parameters in bonded particle method for modelling of brittle material failure. Int J Numer Anal Methods Geomech 34(18):1877–1895\nKim DS, Konagai K (2001) Seismic isolation effect of a tunnel covered with coating material. Tunn Undergr Space Technol 15(4):437–443\nKiryu S, Murono Y, Morikawa H (2012) Seismic response of a cut and cover tunnel isolated by polymer material. Earthq Eng Struct Dyn 41(14):2043–2057\nLi T (2012) Damage to mountain tunnels related to the Wenchuan earthquake and some suggestions for aseismic tunnel construction. Bull Eng Geol Environ 71:297–308\nLorig LJ, Cundall PA (1989) Modeling of reinforced concrete using the distinct element method. In: Shah SP, Swartz SE (eds) Fracture of concrete and rock. Springer, New York\nLunardi P (2008) Design and construction of tunnels: analysis of controlled deformation in rocks and soils (ADECO-RS). Springer, Berlin\nLysmer J, Kuhlemeyer R (1969) Finite dynamic model for infinite media. J Eng Mech (ASCE) 95(4):859–877\nMeguid MA, Hussein MG, Ahmed MR, Omeman Z, Whalen J (2017) Investigation of soil-geosynthetic-structure interaction associated with induced trench installation. Geotext Geomembr 45(4):320–330\nOtsuka H, Mashimo H, Hoshikuma J, Takamiya S, Ikeguti M (1997) Damage to underground structures (1995 Hyogoken Nanbu earthquake). J Res 33:481–509\nPyrak-Nolte LJ, Myer LR, Cook NGW (1990) Transmission of seismic waves across single natural fractures. J Geophys Res 95(B6):8617–8638\nRoy N, Sarkar R (2017) A review of seismic damages of mountain tunnels and probable failure mechanisms. Geotech Geol Eng 35(1):1–28\nRoy N, Sarkar R, Bharti SD (2018) Transverse dynamic response of circular tunnels in blocky rock mass using distinct-element method. Int J Geomech ASCE 18:04018124\nSingh M, Viladkar MN, Samadhiya NK (2016) Seismic response of metro underground tunnels. Int J Geotech Eng 11:175–185\nShimizu M, Suzuki T, Kato S, Kojima Y, Yashiro K, Asakura T (2007) Historical damages of tunnels in Japan and case studies of damaged railway tunnels in the Mid Niigata Prefecture earthquakes. In: Underground space—the 4th dimension of metropolis, p 1937\nShen Y, Gao B, Yang X, Shuangjiang T (2014) Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake. Eng Geol 180:85–98\nSharma S, Judd WR (1991) Underground opening damage from earthquakes. Eng Geol 30:263–276\nWang WL, Wang TT, Su JJ, Lin CH, Seng CR, Huang TH (2001) Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi earthquake. Tunn Undergr Space Technol 16:133–150\nYan M (2008) Numerical modelling of brittle fracture and step-path failure: from laboratory to rock slope scale. Ph.D. Thesis, Simon Fraser University\nZarnani S, Bathurst RJ (2008) Numerical modeling of EPS seismic buffer shaking table tests. Geotext Geomembr 26:371–383\nZhao J (1996) Construction and utilization of rock caverns in Singapore, part A: bedrock resource of the Bukit Timah granite. Tunn Undergr Space Technol 11:65–72",{"VOID":1139},"10.1007\u002Fs41062-019-0225-0","2024-06-24T23:00:22.407+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-019-0225-0",[1143,1160,1177],{"id":1144,"sortIndex":21,"researcher":20,"roles":1145,"affiliations":1146,"properties":1155,"displayName":1157,"givenName":20,"familyName":20},"cc9cf1ed-3020-4fc7-b7ff-0f15a2e11c23",[152],[1147],{"id":1148,"sortIndex":21,"affiliation":1149,"properties":20},"3c95f8d6-5310-4250-83c5-09dae835b0cd",{"id":1148,"createTime":20,"updateTime":20,"relativeEntities":1150,"slug":20,"properties":1151,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1154,"statistic":20},[],{"title":1152},{"VI":1153},"Department of Civil Engineering, Birla Institute of Technology and Science Pilani, Pilani, India",[],{"title":1156,"gsAuthor":1158},{"VI":1157},"Nishant Roy",{"VOID":1159},"[\"IGIJmfUAAAAJ\"]",{"id":1161,"sortIndex":113,"researcher":20,"roles":1162,"affiliations":1163,"properties":1172,"displayName":1174,"givenName":20,"familyName":20},"dc73cc51-44cf-499b-b6c4-aaf64465734c",[152],[1164],{"id":1165,"sortIndex":21,"affiliation":1166,"properties":20},"a1a5edd5-d3b7-4c4a-8c17-907d94170613",{"id":1165,"createTime":20,"updateTime":20,"relativeEntities":1167,"slug":20,"properties":1168,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1171,"statistic":20},[],{"title":1169},{"VI":1170},"Department of Civil Engineering, Malaviya National Institute of Technology Jaipur, Jaipur, India",[],{"title":1173,"gsAuthor":1175},{"VI":1174},"Shiv Dayal Bharti",{"VOID":1176},"[\"fw3Yzd0AAAAJ\"]",{"id":1178,"sortIndex":182,"researcher":20,"roles":1179,"affiliations":1180,"properties":1189,"displayName":1191,"givenName":20,"familyName":20},"7358f4ae-2824-4f69-812a-e4777c8c3d32",[152],[1181],{"id":1182,"sortIndex":21,"affiliation":1183,"properties":20},"048e01c8-a1c3-4a5e-a44a-526de1583db6",{"id":1182,"createTime":20,"updateTime":20,"relativeEntities":1184,"slug":20,"properties":1185,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1188,"statistic":20},[],{"title":1186},{"VI":1187},"Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India",[],{"title":1190,"gsAuthor":1192},{"VI":1191},"Ankesh Kumar",{"VOID":1193},"[\"EW7su0AAAAAJ\"]",{"url":1141,"publisher":1195,"properties":1253},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1196,"slug":10,"properties":1197,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1201,"manageAffiliations":1222,"indexDatabases":1233,"url":108,"thumbnailPath":20,"statistic":1248,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1198,"title":1199,"eissn":1200},{"VOID":13},{"EN":15},{"VOID":17},[1202,1206,1210,1214,1218],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1203,"label":1204,"description":1205,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1207,"label":1208,"description":1209,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1211,"label":1212,"description":1213,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1215,"label":1216,"description":1217,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1219,"label":1220,"description":1221,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1223,1228],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1224,"slug":20,"properties":1225,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1227,"statistic":20},[],{"title":1226},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1229,"slug":20,"properties":1230,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1232,"statistic":20},[],{"title":1231},{"EN":67},[61],[1234,1241],{"id":71,"indexDatabase":1235,"url":82,"indexYears":83,"academicFieldIds":1240,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1236,"label":1237,"description":1238,"key":79,"publicationTags":1239,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1242,"url":105,"indexYears":20,"academicFieldIds":1247,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1243,"label":1244,"description":1245,"key":101,"publicationTags":1246,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1249,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1250,"totalCitation":21,"totalCitationByYear":1251,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1252,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":1254,"volume":1256},{"VOID":1255},"1-17",{"VOID":1257},"4","2019-06-14",2019,"DONE_GET_PLATFORM_ID",[90,103],{"id":1263,"createTime":1264,"updateTime":1265,"relativeEntities":1266,"slug":1267,"properties":1268,"entityType":141,"verifyStatus":142,"verifyTime":1280,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1281,"fullTextUrl":20,"authors":1282,"publicationType":240,"publisherRelationship":1347,"citationCount":21,"citationInfo":1406,"publishDate":1408,"publishYear":301,"citationAnalyzeStatus":1121,"lastCitationAnalyze":1409,"indexDatabases":1410,"openAccess":20,"references":20,"isForceReanalyzing":303},"b9de1408-98d5-4d17-80e5-3b91478d26dd","2024-04-06T18:42:15.826+00:00","2026-07-24T19:29:48.250+00:00",[],"Internet-of-things-IoT-based-structural-health-monitoring-of-laboratory-scale-civil-engineering-structures",{"abstract":1269,"title":1271,"gsPaper":1273,"keywords":1275,"references":1276,"doi":1278},{"EN":1270},"Rapid advances in the Internet of Things (IoT) domain have made it a crucial technology for the real-time structural health monitoring (SHM) of civil engineering infrastructures. The availability of quick and accurate vibration data is essential for SHM, and such data can be obtained through IoT devices mounted on the structures. This study proposes a real-time damage prediction and localization approach using a low-cost \"do-it-yourself\" wireless sensor node with IoT capabilities for SHM. The proposed sensor node comprised a microcontroller (NODE MCU ESP8266) and a 6-axis accelerometer (MPU6050). The IoT devices track the real-time frequency of the laboratory-scale structure indirectly via measurement of acceleration-time history, and their results are compared with conventional industry-standard accelerometers. Promising results, with a \u003C6% average difference from the conventional accelerometer (difference ranging from 1.3 to 14.3%), provided an innovative SHM for vibration-based real-time SHM using the IoT paradigm. The performance of the proposed methodology was validated numerically and experimentally on two laboratory-scale structures, and the potential of IoT technology for enhancing the efficiency of SHM was demonstrated. The proposed method thus can enable the early detection of damages in infrastructures such as buildings and bridges and thus can reduce the likelihood of accidents via continuous SHM.",{"EN":1272},"Internet of things (IoT)-based structural health monitoring of laboratory-scale civil engineering structures",{"VOID":1274},"[\"8479280793171538869\"]",{"EN":136},{"VOID":1277},"Arcadius Tokognon C, Gao B, Tian GY, Yan Y (2017) Structural health monitoring framework based on internet of things: A survey. IEEE Internet Things J 4(3):619–635\nLiang R, Guo Y, Zhao L, Gao Y (2021) Real-time monitoring implementation of pv\u002Ft façade system based on iot. J Build Eng 41:102451\nMishra M, Lourenço PB, Ramana GV (2022) Structural health monitoring of civil engineering structures by using the internet of things: A review. J Build Eng 48:103954\nNamhoon Ha, Han-Sol Kim, Han-Seung Lee, and Songjun Lee (2021). Monitoring concrete compressive strength using iot-based wireless sensor network. In 2021 IEEE International Conference on Consumer Electronics-Asia (ICCE-Asia), pages 1–3. IEEE,\nMiller D, Ho N-M, Talebian N, Javanbakht Z (2023) Real-time monitoring of early-age compressive strength of concrete using an iot-enabled monitoring system: an investigative study. Innov Infrastruct Solut 8(2):75\nSarkar D, Pandya K, Dave B, Jha KN, Dhaneshwar D (2022) Development of an integrated bim-erp-iot module for construction projects in ahmedabad. Innov Infrastruct Solut 7:1–19\nBapat H, Sarkar D, Gujar R (2021) Application of integrated fuzzy fcm-bim-iot for sustainable material selection and energy management of metro rail station box project in western india. Innovat Infrastruct Solut 6:1–18\nRamakrishnan Raman, Mehul Gor, R Meenakshi, GM Jayaseelan, Abhay Chaturvedi, Syed Noeman Taqui, P Ganeshan, Mohamed Ouladsmane, and MA Kalam (2023). Solar energy measurement and monitoring model by using internet of things. Electric Power Compon Syst, pages 1–12,\nYang X, Yantao Yu, Shirowzhan S, Li H et al (2020) Automated ppe-tool pair check system for construction safety using smart iot. J Build Eng 32:101721\nChung WWS, Tariq S, Mohandes SR, Zayed T (2023) Iot-based application for construction site safety monitoring. Int J Constr Manag 23(1):58–74\nScuro C, Lamonaca F, Porzio S, Milani G, Olivito RS (2021) Internet of things (iot) for masonry structural health monitoring (shm): Overview and examples of innovative systems. Constr Build Mater 290:123092\nUva G, Sangiorgio V, Ruggieri S, Fatiguso F (2019) Structural vulnerability assessment of masonry churches supported by user-reported data and modern internet of things (iot). Measurement 131:183–192\nJianfeng Cao, Ruichuan Zhao, Liqiang Hu, Qing Liang, and Zhenhua Tang (2022) Application of internet of things based on wireless sensor in tunnel construction monitoring. J Sensors, 2022,\nWang D, Ren B, Cui B, Wang J, Wang X, Guan T (2021) Real-time monitoring for vibration quality of fresh concrete using convolutional neural networks and iot technology. Autom Constr 123:103510\nGurunath Kampli, Satyadhyan Chickerur, and MV Chitawadagi (2023). Real-time in-situ strength monitoring of concrete using maturity method of strength prediction via iot. Mater Today: Proc,\nWoubishet Zewdu Taffese and Ethiopia Nigussie (2023). Automated concrete curing and assessment of strength and durability using iot system. Mater Today: Proc,\nCoulby G, Clear AK, Jones O, Godfrey A (2021) Low-cost, multimodal environmental monitoring based on the internet of things. Build Environ 203:108014\nAbdelRaheem M, Hassan M, Mohammed US, Nassr AA (2022) Design and implementation of a synchronized iot-based structural health monitoring system. Internet of Things 20:100639\nMohan SC, Maiti DK, Maity D (2013) Structural damage assessment using frf employing particle swarm optimization. Appl Math Comput 219(20):10387–10400\nDu D-C, Vinh H-H, Trung V-D, Hong Quyen N-T, Trung N-T (2018) Efficiency of jaya algorithm for solving the optimization-based structural damage identification problem based on a hybrid objective function. Eng Optim 50(8):1233–1251\nParsa Ghannadi and Seyed Sina Kourehli (2020) Multiverse optimizer for structural damage detection: Numerical study and experimental validation. Struct Design Tall Spec Build 29(13):e1777\nAshraf Tahat, Azmi Al-Zaben, Lubna Saad El-Deen, Sara Abbad, and Chamseddine Talhi (2022). An evaluation of machine learning algorithms in an experimental structural health monitoring system incorporating lora iot connectivity. In 2022 IEEE International Instrumentation and Measurement Technology Conference (I2MTC), pages 1–6. IEEE,\nHarms T, Sedigh S, Bastianini F (2010) Structural health monitoring of bridges using wireless sensor networks. IEEE Instrum Measure Mag 13(6):14–18\nNoel AB, Abdaoui A, Elfouly T, Ahmed MH, Badawy A, Shehata MS (2017) Structural health monitoring using wireless sensor networks: A comprehensive survey. IEEE Commun Surv Tutorials 19(3):1403–1423\nSofi A, Regita JJ, Rane B, Lau HH (2022) Structural health monitoring using wireless smart sensor network–an overview. Mech Syst Signal Process 163:108113\nAzimi M, Dadras Eslamlou A, Pekcan G (2020) Data-driven structural health monitoring and damage detection through deep learning: State-of-the-art review. Sensors 20(10):2778\nJohn ST, Sarkar P, Davis R (2022) Energy-efficient long range wide area network for construction industry applications. Autom Constr 136:104150\nHafidz A, Kinoshita N, Yasuhara H, Tsuzuki S (2023) Development and applications of slope and river monitoring system using low-power wide-area network technology. J Civ Struct Heal Monit 13(1):83–100\nHsieh KH, Halling MW, Barr PJ (2006) Overview of vibrational structural health monitoring with representative case studies. J Bridg Eng 11(6):707–715\nSungheetha DA et al (2020) Real time monitoring and fire detection using internet of things and cloud based drones. J Soft Comput Paradigm 2(3):168–174\nMuttillo M, Stornelli V, Alaggio R, Paolucci R, Di Battista L, de Rubeis T, Ferri G (2020) Structural health monitoring: An iot sensor system for structural damage indicator evaluation. Sensors 20(17):4908\nTuan Ta Duc, Tuan Le Anh, and Huong Vu Dinh (2018). Estimating modal parameters of structures using arduino platform. In Proceedings of the International Conference on Advances in Computational Mechanics 2017: ACOME 2017, 2 to 4 August 2017, Phu Quoc Island, Vietnam, pages 1095–1104. Springer,\nReddy C, Shenoy S, Sharma RS (2019) Vibration analysis of cantilever beam in time domain and frequency domain using arduino platform. Vibroeng Procedia 29:1–5\nMuhammad Hassan, Amr Nassr, Usama S Mohammed, and Mohamed AbdelRaheem (2021). An iot based structural health monitoring system for critical infrastructures. In 2021 IEEE Global Conference on Artificial Intelligence and Internet of Things (GCAIoT), pages 130–135. IEEE,\nChilamkuri K, Kone V (2020) Monitoring of varadhi road bridge using accelerometer sensor. Mater Today: Proc 33:367–371\nPeng Z, Li J, Hao H (2023) Development and experimental verification of an iot sensing system for drive-by bridge health monitoring. Eng Struct 293:116705\nKoene I, Klar V, Viitala R (2020) Iot connected device for vibration analysis and measurement. HardwareX 7:e00109\nDanish A, Tayyab F, Salim MU (2020) Health assessment based on dynamic characteristics of reinforced concrete beam using realtime wireless structural health monitoring sensor. J Struct Integr Maint 5(3):204–210\nJafarkhani R, Masri SF (2011) Finite element model updating using evolutionary strategy for damage detection. Comput-Aided Civil Infrastruct Eng 26(3):207–224\nAlkayem NF, Cao M, Zhang Y, Bayat M, Zhongqing S (2018) Structural damage detection using finite element model updating with evolutionary algorithms: a survey. Neural Comput Appl 30:389–411\nMirjalili S, Jangir P, Saremi S (2017) Multi-objective ant lion optimizer: a multi-objective optimization algorithm for solving engineering problems. Appl Intell 46:79–95\nMishra M, Barman SK, Maity D, Maiti DK (2019) Ant lion optimisation algorithm for structural damage detection using vibration data. J Civ Struct Heal Monit 9:117–136\nPandey AK, Biswas M, Samman MM (1991) Damage detection from changes in curvature mode shapes. J Sound Vib 145(2):321–332\nSampaio RPC, Maia NMM, Silva JMM (1999) Damage detection using the frequency-response-function curvature method. J Sound Vib 226(5):1029–1042\nGuilherme Ferreira Gomes and Rafael Simões Giovani (2022) An efficient two-step damage identification method using sunflower optimization algorithm and mode shape curvature (msdbi-sfo). Engineering with Computers 38(2):1711–1730\nRossi A, Bocchetta G, Botta F, Scorza A (2023) Accuracy characterization of a mems accelerometer for vibration monitoring in a rotating framework. Appl Sci 13(8):5070\nKomarizadehasl S, Huguenet P, Lozano F, Lozano-Galant JA, Turmo J (2022) Operational and analytical modal analysis of a bridge using low-cost wireless arduino-based accelerometers. Sensors 22(24):9808\nAli A, Sandhu TY, Usman M (2019) Ambient vibration testing of a pedestrian bridge using low-cost accelerometers for shm applications. Smart Cities 2(1):20–30\nAhmed Abdelgawad and Kumar Yelamarthi (2016) Structural health monitoring: Internet of things application. In 2016 IEEE 59th international midwest symposium on circuits and systems (MWSCAS), pages 1–4. IEEE,",{"VOID":1279},"10.1007\u002Fs41062-024-01413-9","2024-05-16T14:17:00.719+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-024-01413-9",[1283,1300,1317,1332],{"id":1284,"sortIndex":21,"researcher":20,"roles":1285,"affiliations":1286,"properties":1295,"displayName":1297,"givenName":20,"familyName":20},"9c7235ce-0ed5-4646-8f37-d73a2e12d9a8",[152],[1287],{"id":1288,"sortIndex":21,"affiliation":1289,"properties":20},"800b38e9-5fa6-4d32-9963-0288203d7e6e",{"id":1288,"createTime":20,"updateTime":20,"relativeEntities":1290,"slug":20,"properties":1291,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1294,"statistic":20},[],{"title":1292},{"VI":1293},"Assistant Professor, School of Infrastructure, Indian Institute of Technology Bhubaneswar, Argul, India",[],{"title":1296,"gsAuthor":1298},{"VI":1297},"T. Jothi Saravanan",{"VOID":1299},"[\"hP1DPQsAAAAJ\"]",{"id":1301,"sortIndex":113,"researcher":20,"roles":1302,"affiliations":1303,"properties":1312,"displayName":1314,"givenName":20,"familyName":20},"6bf98144-7a93-4d51-b7c2-ac84c15d81c2",[152],[1304],{"id":1305,"sortIndex":21,"affiliation":1306,"properties":20},"09ff1177-3413-4061-ae48-395fe19915c8",{"id":1305,"createTime":20,"updateTime":20,"relativeEntities":1307,"slug":20,"properties":1308,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1311,"statistic":20},[],{"title":1309},{"VI":1310},"Marie Skłodowska-Curie Individual Fellow, University of Minho, Guimarães, Portugal",[],{"title":1313,"gsAuthor":1315},{"VI":1314},"Mayank Mishra",{"VOID":1316},"[\"wTPHGwMAAAAJ\"]",{"id":1318,"sortIndex":182,"researcher":20,"roles":1319,"affiliations":1320,"properties":1329,"displayName":1331,"givenName":20,"familyName":20},"a1dfbc27-dc09-44df-b1b9-ba7d47ba0f77",[152],[1321],{"id":1322,"sortIndex":21,"affiliation":1323,"properties":20},"16698c1f-ccd7-42a0-bfba-102fcb8b81be",{"id":1322,"createTime":20,"updateTime":20,"relativeEntities":1324,"slug":20,"properties":1325,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1328,"statistic":20},[],{"title":1326},{"VI":1327},"M.Tech Student, School of Infrastructure, Indian Institute of Technology Bhubaneswar, Argul, India",[],{"title":1330},{"VI":1331},"Abhishek Dilip Aherwar",{"id":1333,"sortIndex":196,"researcher":20,"roles":1334,"affiliations":1335,"properties":1344,"displayName":1346,"givenName":20,"familyName":20},"eb6b26e1-2243-43f6-9110-084a079a2b25",[152],[1336],{"id":1337,"sortIndex":21,"affiliation":1338,"properties":20},"e94a0dbc-4f89-4959-af85-694957d3df4d",{"id":1337,"createTime":20,"updateTime":20,"relativeEntities":1339,"slug":20,"properties":1340,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1343,"statistic":20},[],{"title":1341},{"VI":1342},"Professor, ISISE, University of Minho, Department of Civil Engineering, Guimarães, Portugal",[],{"title":1345},{"VI":1346},"Paulo B. Lourenço",{"url":20,"publisher":1348,"properties":20},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1349,"slug":10,"properties":1350,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1354,"manageAffiliations":1375,"indexDatabases":1386,"url":108,"thumbnailPath":20,"statistic":1401,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1351,"title":1352,"eissn":1353},{"VOID":13},{"EN":15},{"VOID":17},[1355,1359,1363,1367,1371],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1356,"label":1357,"description":1358,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1360,"label":1361,"description":1362,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1364,"label":1365,"description":1366,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1368,"label":1369,"description":1370,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1372,"label":1373,"description":1374,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1376,1381],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1377,"slug":20,"properties":1378,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1380,"statistic":20},[],{"title":1379},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1382,"slug":20,"properties":1383,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1385,"statistic":20},[],{"title":1384},{"EN":67},[61],[1387,1394],{"id":71,"indexDatabase":1388,"url":82,"indexYears":83,"academicFieldIds":1393,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1389,"label":1390,"description":1391,"key":79,"publicationTags":1392,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1395,"url":105,"indexYears":20,"academicFieldIds":1400,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1396,"label":1397,"description":1398,"key":101,"publicationTags":1399,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1402,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1403,"totalCitation":21,"totalCitationByYear":1404,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1405,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"total":21,"publishYear":301,"statisticByYear":1407},{},"2024-03-22","2026-07-24T19:29:48.249+00:00",[90,103],{"id":1412,"createTime":1413,"updateTime":1414,"relativeEntities":1415,"slug":1416,"properties":1417,"entityType":141,"verifyStatus":142,"verifyTime":1426,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1427,"fullTextUrl":20,"authors":1428,"publicationType":240,"publisherRelationship":1476,"citationCount":114,"citationInfo":1539,"publishDate":1541,"publishYear":1259,"citationAnalyzeStatus":19,"lastCitationAnalyze":1542,"indexDatabases":1543,"openAccess":20,"references":1544,"isForceReanalyzing":303},"8b8b0906-8a0d-4564-8001-793fd4fde572","2024-01-17T06:30:49.819+00:00","2026-07-21T16:05:02.517+00:00",[],"Experimental-investigation-of-axially-loaded-group-of-piles-with-and-without-building-frame-a-parametric-study",{"abstract":1418,"title":1420,"gsPaper":1422,"doi":1424},{"EN":1419},"In the design of structures, stability and safety play a crucial role in serviceability. The response of the soil which influences the motion of the structure and vice versa is termed soil–structure interaction (SSI). Interaction effect is ignored to simplify the mathematical model for the analysis of problems involving soil interaction. In reality, the actual behaviour of the substructure is altered significantly if one considers the interaction among the foundations and the soil medium. In this study, a large-scale test setup (1.4 m × 0.8 m × 1.0 m) has been developed and model pile has been designed to find out the influence of SSI. Experimental tests were conducted on single pile, pile group (2 × 2), and pile-group-supported building frame subjected to an axial load. Parametric studies were conducted by varying pile spacing (3D, 4D, and 5D), aspect ratio (15, 25 and 40), and relative density of sand bed (35% and 70%). Pile cap rotation, pile head deflection, and bending moment values were measured for various configurations. The results showed that experimental findings are more useful for the evaluation of soil–structure interaction, and there is a necessity to consider the interaction effects in the calculation of design forces.",{"EN":1421},"Experimental investigation of axially loaded group of piles with and without building frame: a parametric study",{"VOID":1423},"[\"10789611079387656562\"]",{"VOID":1425},"10.1007\u002Fs41062-019-0222-3","2024-04-30T04:44:33.022+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-019-0222-3",[1429,1446,1461],{"id":1430,"sortIndex":21,"researcher":20,"roles":1431,"affiliations":1432,"properties":1441,"displayName":1443,"givenName":20,"familyName":20},"a958e912-09fa-45dd-9212-1f5bc7d7797f",[152],[1433],{"id":1434,"sortIndex":21,"affiliation":1435,"properties":20},"49adf35a-e79d-4689-bd09-f64d9c14a378",{"id":1434,"createTime":20,"updateTime":20,"relativeEntities":1436,"slug":20,"properties":1437,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1440,"statistic":20},[],{"title":1438},{"VI":1439},"Department of Civil Engineering, National Institute of Technology Warangal, Warangal, India",[],{"title":1442,"gsAuthor":1444},{"VI":1443},"Venkata R. P. Koteswara",{"VOID":1445},"[\"Woox0CUAAAAJ\"]",{"id":1447,"sortIndex":113,"researcher":20,"roles":1448,"affiliations":1449,"properties":1456,"displayName":1458,"givenName":20,"familyName":20},"1320c115-e637-4328-982c-50e55c2e0878",[152],[1450],{"id":1434,"sortIndex":21,"affiliation":1451,"properties":20},{"id":1434,"createTime":20,"updateTime":20,"relativeEntities":1452,"slug":20,"properties":1453,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1455,"statistic":20},[],{"title":1454},{"VI":1439},[],{"title":1457,"gsAuthor":1459},{"VI":1458},"Harikrishna Padavala",{"VOID":1460},"[\"ygaeP6AAAAAJ\"]",{"id":1462,"sortIndex":182,"researcher":20,"roles":1463,"affiliations":1464,"properties":1473,"displayName":1475,"givenName":20,"familyName":20},"82e497eb-3ec1-40cd-bf0f-756ae70f5f1a",[152],[1465],{"id":1466,"sortIndex":21,"affiliation":1467,"properties":20},"7f79d97c-e204-449f-be69-285757b54d34",{"id":1466,"createTime":20,"updateTime":20,"relativeEntities":1468,"slug":20,"properties":1469,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1472,"statistic":20},[],{"title":1470},{"VI":1471},"Department of Civil Engineering, Mahindra Ecole Centrale, Hyderabad, India",[],{"title":1474},{"VI":1475},"Hariprasad Chennarapu",{"url":1427,"publisher":1477,"properties":1535},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1478,"slug":10,"properties":1479,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1483,"manageAffiliations":1504,"indexDatabases":1515,"url":108,"thumbnailPath":20,"statistic":1530,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1480,"title":1481,"eissn":1482},{"VOID":13},{"EN":15},{"VOID":17},[1484,1488,1492,1496,1500],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1485,"label":1486,"description":1487,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1489,"label":1490,"description":1491,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1493,"label":1494,"description":1495,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1497,"label":1498,"description":1499,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1501,"label":1502,"description":1503,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1505,1510],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1506,"slug":20,"properties":1507,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1509,"statistic":20},[],{"title":1508},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1511,"slug":20,"properties":1512,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1514,"statistic":20},[],{"title":1513},{"EN":67},[61],[1516,1523],{"id":71,"indexDatabase":1517,"url":82,"indexYears":83,"academicFieldIds":1522,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1518,"label":1519,"description":1520,"key":79,"publicationTags":1521,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1524,"url":105,"indexYears":20,"academicFieldIds":1529,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1525,"label":1526,"description":1527,"key":101,"publicationTags":1528,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1531,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1532,"totalCitation":21,"totalCitationByYear":1533,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1534,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":1536,"volume":1538},{"VOID":1537},"1-9",{"VOID":1257},{"total":114,"publishYear":1259,"statisticByYear":1540},{"2022":115,"2024":113},"2019-05-14","2026-07-21T16:05:02.516+00:00",[90,103],[1545,1548,1551,1554,1557,1560,1563,1566,1569,1572,1575,1578,1581,1588,1595,1598,1601,1604,1607,1614,1621,1628,1635,1642,1648,1654,1659,1664,1669,1674,1681,1688,1691,1698,1705],{"id":579,"text":1546,"url":581,"identifiers":1547},"Chamecki S (1956) Structural rigidity in calculating settlements. J Soil Mech Found Div ASCE 82(1):1–19",{"doi":583},{"id":579,"text":1549,"url":581,"identifiers":1550},"Morris D (1966) Interaction of continuous frames and soil media. J Struct Eng Div ASCE 92(5):13–43",{"doi":583},{"id":579,"text":1552,"url":581,"identifiers":1553},"Lee IK, Harrison HB (1970) Structure and foundation interaction theory. J Struct Div ASCE 96:177–197",{"doi":583},{"id":579,"text":1555,"url":581,"identifiers":1556},"Lee IK, Brown PT (1972) Structure-foundation interaction analysis. J Struct Div ASCE 98:2413–2431",{"doi":583},{"id":20,"text":1558,"url":20,"identifiers":1559},"King GJW, Chandrasekaran VS (1974) Interactive analysis of rafted multistoreyed space frame resting on an inhomogeneous clay stratum. In: Proceedings of international conference on F.E.M. in Engineering, University of New South Wales. NSW Australia, pp 493–509",{},{"id":20,"text":1561,"url":20,"identifiers":1562},"Buragohain DN, Raghavan N, Chandrasekharan VS (1977) Interaction of frames with pile foundation. In: Proceedings of international symposium on soil–structure interaction, Roorkee, India",{},{"id":20,"text":1564,"url":20,"identifiers":1565},"Subbarao KS, Shrada BH, Raghunatham BV (1985) Interaction analysis of frames with beam footing. In: Proceedings of indian geotechnical conference, Roorkee, India, pp 389–395",{},{"id":20,"text":1567,"url":20,"identifiers":1568},"Deshmukh AM, Karmarkar SR (1991) Interaction of plane frames with soil. In: Proceedings of indian geotechnical conference, Surat, vol I, pp 323–326",{},{"id":20,"text":1570,"url":20,"identifiers":1571},"Dasgupta S, Dutta SC, Bhattacharya G (1999) Effect of soil–structure interaction on building frames on isolated footings. J Struct Eng 26(2):129–134",{},{"id":20,"text":1573,"url":20,"identifiers":1574},"Buragohain DN, Raghavan N, Chandrasekaran VS (1981) Interaction of frames with pile foundation. In: Proceedings of international symposium on soil–structure interaction, Roorkee (India), pp 109–115",{},{"id":20,"text":1576,"url":20,"identifiers":1577},"Ingle RK, Chore HS (2007) Soil–structure interaction analysis of building frames—an overview. J Struct Eng SERC 34(5):201–209",{},{"id":20,"text":1579,"url":20,"identifiers":1580},"Chore HS, Ingle RK (2008) Soil–structure interaction analyses of pile supported building frame. ASEAN J Sci Technol Dev 25:457–467",{},{"id":20,"text":1582,"url":1583,"identifiers":1584},"Chore HS, Ingle RK, Sawant VA (2009) Building frame-pile foundation-soil interactive analysis. Interact Multiscale Mech 2:397–411. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2009.2.4.397","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2009.2.4.397",{"mag":1585,"openalex":1586,"doi":1587},"2029114656","W2029114656","10.12989\u002Fimm.2009.2.4.397",{"id":20,"text":1589,"url":1590,"identifiers":1591},"Chore HS, Ingle RK, Sawant VA (2010) Building frame-pile foundation-soil interaction analysis: a parametric study. Interact Multiscale Mech 3:55–79. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2010.3.1.055","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2010.3.1.055",{"mag":1592,"openalex":1593,"doi":1594},"1991229244","W1991229244","10.12989\u002Fimm.2010.3.1.055",{"id":20,"text":1596,"url":20,"identifiers":1597},"Thangaraj DD, Ilamparuthi K (2010) Parametric study on the performance of raft foundation with interaction of frame. Electron J Geotech Eng 15H:1–18",{},{"id":20,"text":1599,"url":20,"identifiers":1600},"Agrawal R, Hora M (2006) Effect of differential settlements on nonlinear interaction behaviour of plane frame-soil system. ARPN J Eng Appl Sci 5:75–87",{},{"id":20,"text":1602,"url":20,"identifiers":1603},"Agrawal R, Hora MS (2009) Coupled finite-infinite elements modeling of building frame-soil interaction system. ARPN J Eng Appl Sci 4:47–54",{},{"id":579,"text":1605,"url":581,"identifiers":1606},"Natarajan K, Vidivelli B (2009) Effect of column spacing on the behavior of frame-raft and soil systems. J Appl Sci 9:3629–3640",{"doi":583},{"id":20,"text":1608,"url":1609,"identifiers":1610},"Dalili M, Alkarni A, Noorzaei J et al (2011) Numerical simulation of soil–structure interaction in framed and shear-wall structures. Interact Multiscale Mech 4:17–34. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.1.017","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.1.017",{"mag":1611,"openalex":1612,"doi":1613},"1995604082","W1995604082","10.12989\u002Fimm.2011.4.1.017",{"id":20,"text":1615,"url":1616,"identifiers":1617},"Swamy HMR, Krishnamoorthy A, Prabakhara DL, Bhavikatti SS (2011) Evaluation of the influence of interface elements for structure-isolated footing-soil interaction analysis. Interact Multiscale Mech 4:65–83. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.1.065","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.1.065",{"mag":1618,"openalex":1619,"doi":1620},"2002296931","W2002296931","10.12989\u002Fimm.2011.4.1.065",{"id":20,"text":1622,"url":1623,"identifiers":1624},"Thangaraj DD, Ilamparuthi K (2012) Numerical analyses of soil-mat foundation and space frame system. Interact Multiscale Mech 5:267–284. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2012.5.3.267","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2012.5.3.267",{"mag":1625,"openalex":1626,"doi":1627},"2020978090","W2020978090","10.12989\u002Fimm.2012.5.3.267",{"id":20,"text":1629,"url":1630,"identifiers":1631},"Reddy CRK, Rao TDG (2011) Experimental study of a modeled building frame supported by pile groups embedded in cohesionless soil. Interact Multiscale Mech 4:321–336. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.4.321","https:\u002F\u002Fdoi.org\u002F10.12989\u002Fimm.2011.4.4.321",{"mag":1632,"openalex":1633,"doi":1634},"1973634656","W1973634656","10.12989\u002Fimm.2011.4.4.321",{"id":20,"text":1636,"url":1637,"identifiers":1638},"Reddy CRK, Rao TDG (2014) Effect of rigidity of plinth beam on soil interaction of modeled building frame supported on pile groups. Civ Eng Dimens 16:8–17. https:\u002F\u002Fdoi.org\u002F10.9744\u002Fced.16.1.8-17","https:\u002F\u002Fdoi.org\u002F10.9744\u002Fced.16.1.8-17",{"mag":1639,"openalex":1640,"doi":1641},"1984046414","W1984046414","10.9744\u002Fced.16.1.8-17",{"id":1643,"text":1644,"url":1645,"identifiers":1646},"8eef5a23-b87b-4f39-81f9-2e98eb31a76d","Chore HS, Sawant VA (2016) Soil–structure interaction of space frame supported on pile foundation embedded in cohesionless soil. Indian Geotech J 46:415–424. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs40098-016-0188-4","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs40098-016-0188-4",{"doi":1647},"10.1007\u002Fs40098-016-0188-4",{"id":1649,"text":1650,"url":1651,"identifiers":1652},"6480986f-7084-46f6-bab5-3ee055609533","Hariprasad C, Rajashekhar M, Umashankar B (2016) Preparation of uniform sand specimens using stationary pluviation and vibratory methods. Geotech Geol Eng 34:1909–1922. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10706-016-0064-0","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs10706-016-0064-0",{"doi":1653},"10.1007\u002Fs10706-016-0064-0",{"id":20,"text":1655,"url":1656,"identifiers":1657},"ASTM 854–02 (2002) Standard test methods for specific gravity of soil solids by water pycnometer 1. ASTM Stand Guide. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0854-10","https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0854-10",{"doi":1658},"10.1520\u002FD0854-10",{"id":20,"text":1660,"url":1661,"identifiers":1662},"ASTM:D422 (2007) Standard test method for particle-size analysis of soils: ASTM D 422. ASTM Int 63:1–8. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0422-63R07E02.2","https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0422-63R07E02.2",{"doi":1663},"10.1520\u002FD0422-63R07E02.2",{"id":20,"text":1665,"url":1666,"identifiers":1667},"ASTM International (2016) D4254—standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM Int 1:9. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD4254-16","https:\u002F\u002Fdoi.org\u002F10.1520\u002FD4254-16",{"doi":1668},"10.1520\u002FD4254-16",{"id":20,"text":1670,"url":1671,"identifiers":1672},"ASTM International (2016) D4253—standard test methods for maximum index density and unit weight of soils and calculation of relative density. ASTM Int. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD4253-16","https:\u002F\u002Fdoi.org\u002F10.1520\u002FD4253-16",{"doi":1673},"10.1520\u002FD4253-16",{"id":20,"text":1675,"url":1676,"identifiers":1677},"Wood DM, Crewe A, Taylor C (2002) Shaking table testing of geotechnical models. Int J Phys Modell Geotech 1:1–13. https:\u002F\u002Fdoi.org\u002F10.1680\u002Fijpmg.2002.020101","https:\u002F\u002Fdoi.org\u002F10.1680\u002Fijpmg.2002.020101",{"mag":1678,"openalex":1679,"doi":1680},"1535126587","W1535126587","10.1680\u002Fijpmg.2002.020101",{"id":20,"text":1682,"url":1683,"identifiers":1684},"Dai G, Salgado R, Gong W, Zhang Y (2012) Load tests on full-scale bored pile groups. Can Geotech J 49:1293–1308. https:\u002F\u002Fdoi.org\u002F10.1139\u002Ft2012-087","https:\u002F\u002Fdoi.org\u002F10.1139\u002Ft2012-087",{"mag":1685,"openalex":1686,"doi":1687},"1986057547","W1986057547","10.1139\u002Ft2012-087",{"id":579,"text":1689,"url":581,"identifiers":1690},"Poulos HG, Davis EH (1980) Pile foundation analysis and design. Wiley, New York",{"doi":583},{"id":20,"text":1692,"url":1693,"identifiers":1694},"Whitaker T (1957) Experiments with model piles in groups. Géotechnique 7:147–167. https:\u002F\u002Fdoi.org\u002F10.1680\u002Fgeot.1957.7.4.147","https:\u002F\u002Fdoi.org\u002F10.1680\u002Fgeot.1957.7.4.147",{"mag":1695,"openalex":1696,"doi":1697},"2110923555","W2110923555","10.1680\u002Fgeot.1957.7.4.147",{"id":20,"text":1699,"url":1700,"identifiers":1701},"Vesic AS (1969) Experiments with instrumented pile groups in sand. Perform Deep Found ASTM. https:\u002F\u002Fdoi.org\u002F10.1520\u002FSTP47286S","https:\u002F\u002Fdoi.org\u002F10.1520\u002Fstp47286s",{"mag":1702,"openalex":1703,"doi":1704},"816161092","W816161092","10.1520\u002Fstp47286s",{"id":20,"text":1706,"url":1707,"identifiers":1708},"Chandrasekaran SS, Boominathan A, Dodagoudar GR (2010) Group interaction effects on laterally loaded piles in clay. J Geotech Geoenvironmental Eng 136:573–582. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(ASCE)GT.1943-5606.0000245","https:\u002F\u002Fdoi.org\u002F10.1061\u002F(asce)gt.1943-5606.0000245",{"mag":1709,"openalex":1710,"doi":1711},"2110774999","W2110774999","10.1061\u002F(asce)gt.1943-5606.0000245",{"id":1713,"createTime":1714,"updateTime":1715,"relativeEntities":1716,"slug":1717,"properties":1718,"entityType":141,"verifyStatus":142,"verifyTime":1729,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1730,"fullTextUrl":20,"authors":1731,"publicationType":240,"publisherRelationship":1760,"citationCount":20,"citationInfo":20,"publishDate":1824,"publishYear":1825,"citationAnalyzeStatus":1826,"lastCitationAnalyze":1827,"indexDatabases":1828,"openAccess":20,"references":20,"isForceReanalyzing":303},"e528eb27-6632-435c-8160-20fb3317eebd","2024-01-29T09:40:22.416+00:00","2026-07-20T12:43:43.960+00:00",[],"Cyclic-behavior-of-CBFs-having-vertical-pipe-and-box-fuses-with-different-aspect-ratios",{"abstract":1719,"title":1721,"gsPaper":1723,"references":1725,"doi":1727},{"EN":1720},"Considering remarkable advancements in structural construction technology, especially in earthquake protection strategies, efficient ideas have been created so as to control the structures. One of the most common and applicable ways to control structures against earthquakes is to use yielding steel dampers, which can be simply exchanged after earthquake. In this research, the efficiency of using box and pipe HSS segments as seismic fuses in chevron braced frames is investigated. For this purpose, to evaluate these seismic fuses, 10 standard steel box and pipe profiles with different aspect ratios are adopted and vertically placed on chevron bracing system. These seismic fuses are subjected to cyclic loading and their hysteresis behavior has been examined. Through numerically studying the cyclic behavior of vertical box fuse (VBF) and vertical pipe fuse (VPF), it was concluded that VBFs with higher aspect ratio and higher cross-section demonstrate reasonable behavior in energy dissipation, and provide more stable hysteresis loops. However, VPFs with high aspect ratios encounter considerable stiffness reduction in large displacement cycles due to local buckling such that using vertical stiffeners are required to improve their behaviour. These dampers are called stiffened vertical pipe fuse (SVPF), which demonstrate a proper performance by using stiffeners on VPFs.",{"EN":1722},"Cyclic behavior of CBFs having vertical pipe and box fuses with different aspect ratios",{"VOID":1724},"[]",{"VOID":1726},"Soong TT, Spencer BF (2002) Supplemental energy dissipation: state-of-the-art and state of-the-practice. Eng Struct 24:243–259. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0141-0296(01)00092-X\nSymans MD, Asce AM, Charney FA, Asce F, Whittaker AS, Asce M et al (2008) Energy dissipation systems for seismic applications: current practice and recent developments. J Struct Eng 134:3–21. https:\u002F\u002Fdoi.org\u002F10.1061\u002F(ASCE)0733-9445(2008)134:1(3)\nWada A, Huang Y-H, Iwata M. Passive damping technology for buildings in Japan.\nKhoshkalama M, Mortezagholib MH, Zahrai SM (2020) Proposed modification for ADAS damper to eliminate axial force and improve seismic performance. J Earthq Eng. https:\u002F\u002Fdoi.org\u002F10.1080\u002F13632469.2020.1859419\nHitaka T, Matsui C (2003) Experimental study on steel shear wall with slits. J Struct Eng 129(5):586–595\nGarivani S, Aghakouchak AA, Shahbeyk S (2016) Numerical and experimental study of comb-teeth metallic yielding dampers. Int J Steel Struct 16(1):177–196\nRanaei O, Aghakouchak AA (2019) A new hybrid energy dissipation system with viscoelastic and flexural yielding strips dampers for multi-level vibration control. Arch Civ Mech Eng 19(2):584–597\nCortes G, Liu J (2011) Experimental evaluation of steel slit panel–frames for seismic resistance. J Constr Steel Res 67(2):181–191\nZahrai SM, Bruneau M (1999) Cyclic testing of ductile end diaphragm for slab-on-girder steel bridges. J Struct Eng ASCE 125(9):987–996\nZahrai SM (2015) Cyclic testing of chevron braced steel frames with IPE shear panels. Steel Compos Struct 19(5):000–000. https:\u002F\u002Fdoi.org\u002F10.12989\u002Fscs.2015.19.5.000\nMaleki SH, Bagheri S (2010) Pipe damper, part I: experimental and analytical study. Constr Steel Res 66:1088–1095\nMaleki SH, Mahjoubi S (2013) Dual-pipe damper. Constr Steel Res 85:81–91\nMaleki SH, Mahjoubi S (2014) Infilled-pipe damper. Constr Steel Res 98:45–58\nCheraghi Ab, Zahrai SM (2017) Cyclic testing of multi-level pipe in pipe damper. J Earthq Eng. https:\u002F\u002Fdoi.org\u002F10.1080\u002F13632469.2017.1387191\nAhmadi M, Ebadi Jamkhaneh M (2021) Numerical investigation of energy dissipation device to improve seismic response of existing steel buildings with soft-first-story. Int J Steel Struct 21(2):691–702\nGorji Azandariani M, Abdolmaleki H, Gorji Azandariani A (2020) Numerical and analytical investigation of cyclic behavior of steel ring dampers (SRDs). Thin-Walled Struct 1521:106751. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.tws.2020.106751\nAghlaraa R, Tahirb MM (2018) A passive metallic damper with replaceable steel bar components for earthquake protection of structures, engineering structures. Eng Struct 159:185–197. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.engstruct.2017.12.049\nShirinkam MR, Razzaghi J (2020) Experimental and analytical investigation on the behavior of metallic boxshaped dampers (BSD). Structures. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.istruc.2019.12.018\nZhai Z, Guo W, Yu Z, He C, Zeng Z (2020) Experimental and numerical study of S-shaped steel plate damper for seismic resilient application. Engineering Structures. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.engstruct.2020.111006\nApplied Technology Council (1992) Guidelines for seismic testing of components of steel structures. Report ATC-24",{"VOID":1728},"10.1007\u002Fs41062-022-00849-1","2024-06-26T07:29:07.965+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-022-00849-1",[1732,1747],{"id":1733,"sortIndex":21,"researcher":20,"roles":1734,"affiliations":1735,"properties":1744,"displayName":1746,"givenName":20,"familyName":20},"a646cd8b-ef9a-4798-9529-6898bc629c2a",[152],[1736],{"id":1737,"sortIndex":21,"affiliation":1738,"properties":20},"a3e13d49-d01c-444d-856d-24ea43f5aac5",{"id":1737,"createTime":20,"updateTime":20,"relativeEntities":1739,"slug":20,"properties":1740,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1743,"statistic":20},[],{"title":1741},{"VI":1742},"School of Civil Engineering, College of Engineering, The University of Tehran, Tehran, Iran",[],{"title":1745},{"VI":1746},"Morteza Mohemmi",{"id":1748,"sortIndex":113,"researcher":20,"roles":1749,"affiliations":1750,"properties":1757,"displayName":1759,"givenName":20,"familyName":20},"b04bd076-c4c9-48f0-b847-e7173f6aef5d",[152],[1751],{"id":1737,"sortIndex":21,"affiliation":1752,"properties":20},{"id":1737,"createTime":20,"updateTime":20,"relativeEntities":1753,"slug":20,"properties":1754,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1756,"statistic":20},[],{"title":1755},{"VI":1742},[],{"title":1758},{"VI":1759},"Seyed Mehdi zahrai",{"url":1730,"publisher":1761,"properties":1819},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1762,"slug":10,"properties":1763,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1767,"manageAffiliations":1788,"indexDatabases":1799,"url":108,"thumbnailPath":20,"statistic":1814,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1764,"title":1765,"eissn":1766},{"VOID":13},{"EN":15},{"VOID":17},[1768,1772,1776,1780,1784],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1769,"label":1770,"description":1771,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1773,"label":1774,"description":1775,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1777,"label":1778,"description":1779,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1781,"label":1782,"description":1783,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1785,"label":1786,"description":1787,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1789,1794],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1790,"slug":20,"properties":1791,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1793,"statistic":20},[],{"title":1792},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1795,"slug":20,"properties":1796,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1798,"statistic":20},[],{"title":1797},{"EN":67},[61],[1800,1807],{"id":71,"indexDatabase":1801,"url":82,"indexYears":83,"academicFieldIds":1806,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1802,"label":1803,"description":1804,"key":79,"publicationTags":1805,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1808,"url":105,"indexYears":20,"academicFieldIds":1813,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1809,"label":1810,"description":1811,"key":101,"publicationTags":1812,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1815,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1816,"totalCitation":21,"totalCitationByYear":1817,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1818,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":1820,"volume":1822},{"VOID":1821},"1-18",{"VOID":1823},"7","2022-06-10",2022,"ERROR_IN_GET_PLATFORM_ID","2026-07-20T12:43:43.959+00:00",[90,103],{"id":1830,"createTime":1831,"updateTime":1832,"relativeEntities":1833,"slug":1834,"properties":1835,"entityType":141,"verifyStatus":142,"verifyTime":1846,"verifyNote":144,"languages":1847,"translateLanguages":20,"viewCount":21,"primaryUrl":1849,"fullTextUrl":20,"authors":1850,"publicationType":240,"publisherRelationship":1891,"citationCount":21,"citationInfo":1950,"publishDate":1953,"publishYear":1951,"citationAnalyzeStatus":19,"lastCitationAnalyze":1954,"indexDatabases":1955,"openAccess":20,"references":1956,"isForceReanalyzing":303},"c22ffbff-8185-4fe3-8082-ab971525470b","2024-04-15T22:49:29.808+00:00","2026-07-14T19:58:41.590+00:00",[],"Use-of-reclaimed-asphalt-pavement-RAP-in-warm-mix-asphalt-WMA-pavements-a-review",{"openalex":1836,"mag":1838,"title":1840,"gsPaper":1842,"doi":1844},{"VOID":1837},"W2605935647",{"VOID":1839},"2605935647",{"EN":1841},"Use of reclaimed asphalt pavement (RAP) in warm mix asphalt (WMA) pavements: a review",{"VOID":1843},"[\"8984654297686979485\"]",{"VOID":1845},"10.1007\u002Fs41062-017-0058-7","2024-05-04T14:07:49.061+00:00",[1848],"EN","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs41062-017-0058-7",[1851,1872],{"id":1852,"sortIndex":21,"researcher":20,"roles":1853,"affiliations":1854,"properties":1863,"displayName":1867,"givenName":20,"familyName":20},"849d35d6-0544-4b01-aaab-70570c4a4bdb",[],[1855],{"id":1856,"sortIndex":21,"affiliation":1857,"properties":20},"de35a8ab-5718-47ed-8c37-fdc48b58b008",{"id":1856,"createTime":20,"updateTime":20,"relativeEntities":1858,"slug":20,"properties":1859,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1862,"statistic":20},[],{"title":1860},{"EN":1861},"Civil Engineering Department, National Institute of Technology, Srinagar, India",[],{"orcid":1864,"title":1866,"gsAuthor":1868,"openalex":1870},{"VOID":1865},"https:\u002F\u002Forcid.org\u002F0000-0001-6211-7392",{"EN":1867},"Mohammad Adnan Farooq",{"VOID":1869},"[\"3AiCMGoAAAAJ\"]",{"VOID":1871},"A5050744281",{"id":1873,"sortIndex":113,"researcher":20,"roles":1874,"affiliations":1875,"properties":1882,"displayName":1886,"givenName":20,"familyName":20},"24fba8b4-f428-411e-89a0-a2631b5c86f1",[],[1876],{"id":1856,"sortIndex":21,"affiliation":1877,"properties":20},{"id":1856,"createTime":20,"updateTime":20,"relativeEntities":1878,"slug":20,"properties":1879,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1881,"statistic":20},[],{"title":1880},{"EN":1861},[],{"orcid":1883,"title":1885,"gsAuthor":1887,"openalex":1889},{"VOID":1884},"https:\u002F\u002Forcid.org\u002F0000-0001-7455-4805",{"EN":1886},"Mohammad Shafi Mir",{"VOID":1888},"[\"xtDGphwAAAAJ\"]",{"VOID":1890},"A5057961613",{"url":20,"publisher":1892,"properties":20},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1893,"slug":10,"properties":1894,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1898,"manageAffiliations":1919,"indexDatabases":1930,"url":108,"thumbnailPath":20,"statistic":1945,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":1895,"title":1896,"eissn":1897},{"VOID":13},{"EN":15},{"VOID":17},[1899,1903,1907,1911,1915],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1900,"label":1901,"description":1902,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1904,"label":1905,"description":1906,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1908,"label":1909,"description":1910,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1912,"label":1913,"description":1914,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":1916,"label":1917,"description":1918,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[1920,1925],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":1921,"slug":20,"properties":1922,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1924,"statistic":20},[],{"title":1923},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":1926,"slug":20,"properties":1927,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1929,"statistic":20},[],{"title":1928},{"EN":67},[61],[1931,1938],{"id":71,"indexDatabase":1932,"url":82,"indexYears":83,"academicFieldIds":1937,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":1933,"label":1934,"description":1935,"key":79,"publicationTags":1936,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":1939,"url":105,"indexYears":20,"academicFieldIds":1944,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":1940,"label":1941,"description":1942,"key":101,"publicationTags":1943,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":1946,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":1947,"totalCitation":21,"totalCitationByYear":1948,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1949,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"total":21,"publishYear":1951,"statisticByYear":1952},2017,{},"2017-12-01","2026-07-14T19:58:41.589+00:00",[90,103],[1957,1961,1964,1968,1972,1976,1979,1983,1986,1989,1992,1995,1999,2003,2006,2010,2014,2017,2020,2023,2026,2029,2032,2035,2038,2041,2044,2047,2051,2055,2059,2062,2065,2068,2072,2076,2079,2083,2087,2091,2094,2097,2101,2105,2108,2112,2115,2118,2121,2124,2128,2131,2135,2138,2142,2146,2150,2154,2157,2161,2165,2169,2173,2176,2179,2182,2185,2189,2193,2197,2199,2203,2206,2209,2212,2216,2219,2223,2226,2230,2234,2238,2242,2245,2249,2253,2257,2260,2263,2266,2269,2273,2276,2279],{"id":20,"text":1958,"url":20,"identifiers":1959},"Feih S, Boiocchi E, Mathys G, Z M, Gibson A (2011) Mechanical properties of thermally treated and recycled glass fibres. Compos. B 42 350–358. Elsevier",{"doi":1960},"10.1016\u002Fj.compositesb.2010.12.020",{"id":20,"text":1962,"url":20,"identifiers":1963},"Chang C, Tseng L, Lin T, Wang W, Lee T (2012) Recycling of modified MSWI ash-mix slag and CMP sludge as a cement substitute and its optimal composition. Indian J Eng Mater Sci 19:31–40",{},{"id":20,"text":1965,"url":20,"identifiers":1966},"Sengupta S, Pal K, Ray D, Mukhopadhyay A (2011) Furfuryl palmitate coated fly ash used as filler in recycled polypropylene matrix composites. Furfuryl palmitate coated fly ash used as filler in recycled polypropylene matrix composites. Compos. B 42 1834–1839. Elsevier",{"doi":1967},"10.1016\u002Fj.compositesb.2011.06.021",{"id":20,"text":1969,"url":20,"identifiers":1970},"Mallick R, Kandhal P, Bradbury R (2008) Using warm mix asphalt technology to incorporate high percentage of reclaimed asphalt pavement (RAP) material in asphalt mixtures. J Transp Res Board 2051:71–79",{"doi":1971},"10.3141\u002F2051-09",{"id":20,"text":1973,"url":20,"identifiers":1974},"Tao M, Mallick RB (2009) Effects of warm-mix asphalt additives on workability and mechanical properties of reclaimed asphalt pavement material. Transp Res Rec J Transp Res Board 2126(1):151–160",{"doi":1975},"10.3141\u002F2126-18",{"id":20,"text":1977,"url":20,"identifiers":1978},"Shahadan Z, Hamzah M, Yahya A, Jamshidi A (2013) Evaluation of the dynamic modulus of asphalt mixture incorporating reclaimed asphalt pavement. Indian J Eng Mater Sci 20:376–384",{},{"id":20,"text":1980,"url":20,"identifiers":1981},"Wasiuddin N, Selvamohan S, Zaman M, Guegan M (2007) Comparative laboratory study of sasobit and aspha-min additives in warm-mix asphalt. J Transp Res Board 1998:82–88",{"doi":1982},"10.3141\u002F1998-10",{"id":20,"text":1984,"url":20,"identifiers":1985},"Newcomb D (2007) An introduction to warm-mix asphalt. Report, Natl. Asph. Pavement Assoc",{},{"id":20,"text":1987,"url":20,"identifiers":1988},"Button JW, Estakhri C, Wimsatt A (2007) A synthesis of warm-mix asphalt. Report,Texas Transp. Institute, Texas A&M Univ. 7",{},{"id":20,"text":1990,"url":20,"identifiers":1991},"Hurley G, Prowell B (2005) Evaluation of sasobit for use in warm mix asphalt. Report, US Natl. Cent. Asph. Technol. Auburn",{},{"id":20,"text":1993,"url":20,"identifiers":1994},"O’Sullivan K, Wall P a. (2009) The effects of warm mix asphalt additives on recycled asphalt pavement. B.Sc project report. Worcester polytech inst. Project number: MQPRBM0903",{},{"id":20,"text":1996,"url":20,"identifiers":1997},"Mallick RB, Bradley J, Bradbury R (2007) Evaluation of heated reclaimed asphalt pavement material and wax-modified asphalt for use in recycled hot-mix asphalt. Transp Res Rec J Transp Res Board 1998(1):112–122",{"doi":1998},"10.3141\u002F1998-14",{"id":20,"text":2000,"url":20,"identifiers":2001},"Jamshidi A, Hamzah M, Aman M (2012) Effect of sasobit content on the rheological characteristics of unaged and aged asphalt binders at high and intermediate temperatures. Mater Res 15:628–638",{"doi":2002},"10.1590\u002FS1516-14392012005000083",{"id":20,"text":2004,"url":20,"identifiers":2005},"Zaumanis M (2010) Warm mix asphalt investigation. M.Sc. Thesis, Tech. Univ. Denmark, Kongens Lyngby",{},{"id":20,"text":2007,"url":20,"identifiers":2008},"Xiao F, Punith V, Amirkhanian S (2012) Effects of non-foaming WMA additives on asphalt binders at high performance temperatures. Fuel 94:144–155",{"doi":2009},"10.1016\u002Fj.fuel.2011.09.017",{"id":20,"text":2011,"url":20,"identifiers":2012},"Zaumanis M (2014) Warm Mix Asphalt. In: Clim. Chang. Energy, Sustain. Pavements. pp 309–334",{"doi":2013},"10.1007\u002F978-3-662-44719-2_10",{"id":20,"text":2015,"url":20,"identifiers":2016},"Chowdhury A, Button JW (2008) A review of warm mix asphalt. Report, Texas A&M Univ Syst Coll Station Texas Transp Inst 7:75",{},{"id":20,"text":2018,"url":20,"identifiers":2019},"Jones D, Tsai B, Signore J (2010) Warm-mix asphalt study: laboratory test results for Akzonobel Rediset WMX. Univ. Calif. Pavement Res. Cent",{},{"id":20,"text":2021,"url":20,"identifiers":2022},"Button J, Alvarez A (2010) Field and laboratory investigation of warm mix asphalt in Texas. Texas Transp. Institute, Texas A&M Univ",{},{"id":20,"text":2024,"url":20,"identifiers":2025},"Aravind K, Das A (2006) Bituminous pavement recycling. Dep Civ Eng IIT Kanpur 1–3",{},{"id":20,"text":2027,"url":20,"identifiers":2028},"Kandhal P, Mallick R (1997) Pavement recycling guidelines for state and local governments-participant’s reference book. Auburn, AL Natl. Cent. Asph. Technol. Rep. Number FHWA-SA-98-042",{},{"id":20,"text":2030,"url":20,"identifiers":2031},"Epps J, Terrel R, Little D, Holmgreen R (1980) Guidelines for recycling asphalt pavements. In: Guidel. Recycl. Asph. pavements. In: Proc. Assoc. Asph. Paving Technol. p vol. 49, pp. 144–176",{},{"id":20,"text":2033,"url":20,"identifiers":2034},"Jones G (1979) Recycling of bitumenous pavements on the road. In: Proc. Assoc. Asph. Paving Technol. p vol. 48, pp. 240–251",{},{"id":20,"text":2036,"url":20,"identifiers":2037},"Mosey J, Defoe J (1979) In-place recycling of asphalt pavements. In: Proc. Assoc. Asph. Paving Technol. p Vol.48, pp. 261–272",{},{"id":20,"text":2039,"url":20,"identifiers":2040},"Mallick B (2005) lecture notes. In: A 3-day Work. Recycl. other pavement Rehabil. methods, IIT Kanpur. pp 8–10, pp. 58–350",{},{"id":20,"text":2042,"url":20,"identifiers":2043},"Wolters R (1979) Bituminous hot mix recycling in Minnesota. In: Proc. Assoc. Asph. Paving Technol. p vol. 48, pp. 295–327",{},{"id":20,"text":2045,"url":20,"identifiers":2046},"Betenson W (1979) Recycled asphalt concrete in Utah. In: Proc. Assoc. Asph. Paving Technol. p vol. 48, pp. 272–295",{},{"id":20,"text":2048,"url":20,"identifiers":2049},"Chaffin J, Liu M, Davison R, Glover C, Bullin J (1997) Supercritical fractions as asphalt recycling agents and preliminary aging studies on recycled asphalts. Ind Eng Chem Res 36(3):656–666",{"doi":2050},"10.1021\u002Fie9604435",{"id":20,"text":2052,"url":20,"identifiers":2053},"Daniel J, Lachance A (2005) Mechanistic and volumetric properties of asphalt mixtures with recycled asphalt pavement. Transp. Res. Rec. J. Transp. Res. Board, No. 1929, Transp. Res. Board Natl. Acad. Washington, DC, 28–36",{"doi":2054},"10.3141\u002F1929-04",{"id":20,"text":2056,"url":20,"identifiers":2057},"Kandhal P, KY (1997) Designing recycled hot mix asphalt mixtures using Superpave technology. Natl. Cent. Asph. Technol. New Orleans, 101–117",{"doi":2058},"10.1520\u002FSTP12082S",{"id":20,"text":2060,"url":20,"identifiers":2061},"Lewandowski L, Graham R, Shoenberger J (1992) Physicochemical and rheological properties of microwave recycled asphalt binders. In: Proc., Mater. Eng. Congr. ASCE, New York. pp 449–461",{},{"id":20,"text":2063,"url":20,"identifiers":2064},"McDaniel R, Shah A, Huber G, Gallivan V (2007) of Properties of Plant-Produced RAP Mixtures. Transp Res Rec J Transp Res Board, No 1998, Transp Res Board 103–111",{},{"id":20,"text":2066,"url":20,"identifiers":2067},"Peterson R, Soleymani H, Anderson R, McDaniel R (2000) Recovery and testing of RAP binders from recycled asphalt pavements. In: Assoc. Asph. Paving Technol. Proc. pp 69, 72–91",{},{"id":20,"text":2069,"url":20,"identifiers":2070},"Terrel R, Fritchen D (1978) Laboratory Performance of Recycled Asphalt Concrete. ASTM Spec Tech Publ 104–122",{"doi":2071},"10.1520\u002FSTP35777S",{"id":20,"text":2073,"url":20,"identifiers":2074},"Yamada M (1984) Characterization of recycled asphalt mixes and their pavement performance. In: Doboku Gakkai Rombun-Hokokushu\u002FProc. Japan Soc. Civ. Eng. p (348), 51–60",{"doi":2075},"10.2208\u002Fjscej.1984.348_51",{"id":20,"text":2077,"url":20,"identifiers":2078},"Yamada M, Ninomiya T, Mise T (1987) Recycled asphalt mixtures in Osaka and their performance. Mem Fac Eng Osaka City Univ 28:197–201",{},{"id":20,"text":2080,"url":20,"identifiers":2081},"Celauro C, Bernardo C, Gabriele B (2010) Production of innovative, recycled and high-performance asphalt for road pavements. Resour Conserv Recycl 54(6):337–347. doi: 10.1016\u002Fj.resconrec.2009.08.009",{"doi":2082},"10.1016\u002Fj.resconrec.2009.08.009",{"id":20,"text":2084,"url":20,"identifiers":2085},"Dinis-Almeida M, Castro Gomes J, Antunes M, Vieira L (2013) Mix design and performance of warm-mix recycled asphalt. Proc ICE Constr Mater. doi: 10.1680\u002Fcoma.12.00054",{"doi":2086},"10.1680\u002Fcoma.12.00054",{"id":20,"text":2088,"url":20,"identifiers":2089},"Silva HMRD, Oliveira JRM, Jesus CMG (2012) Are totally recycled hot mix asphalts a sustainable alternative for road paving? Resour Conserv Recycl 60:38–48. doi: 10.1016\u002Fj.resconrec.2011.11.013",{"doi":2090},"10.1016\u002Fj.resconrec.2011.11.013",{"id":20,"text":2092,"url":20,"identifiers":2093},"Brock J, Richmond J (2007) Milling and Recycling. Tech. Pap. T-127, ASTEC Inc., Chattanooga, USA",{},{"id":20,"text":2095,"url":20,"identifiers":2096},"Artamendi I, Phillips P, Allen B (2009) Workability of bituminous mixtures incorporating reclaimed asphalt. 6th Int. Conf. Maint. Rehabil. pavements Technol. Control (MAIREPAV6), 8–10 July Turin, Italy. Turin Politec. di Torino",{},{"id":20,"text":2098,"url":20,"identifiers":2099},"Mogawer W et al (2012) Performance characteristics of plant produced high RAP mixtures. Road Mater Pavement Des 13(1):183–208. doi: 10.1080\u002F14680629.2012.657070",{"doi":2100},"10.1080\u002F14680629.2012.657070",{"id":20,"text":2102,"url":20,"identifiers":2103},"Karlsson R, Isacsson U (2006) Material-related aspects of asphalt recycling-state-of-the-art. J Mater Civ Eng 18(1):81–92. doi: 10.1061\u002F(ASCE)0899-1561(2006)18:1(81)",{"doi":2104},"10.1061\u002F(ASCE)0899-1561(2006)18:1(81)",{"id":20,"text":2106,"url":20,"identifiers":2107},"Al-Qadi I, Elseifi M, Carpenter S (2007) Reclaimed asphalt pavement: a literature review. Springf. Illinois Cent. Transp. Rep. Number FHWA-ICT-07-001",{},{"id":20,"text":2109,"url":20,"identifiers":2110},"Wielinski J, Hand A, Rausch D (2009) Laboratory and field evaluations of foamed warm-mix asphalt projects. Transp Res Rec no. 2126:125–131",{"doi":2111},"10.3141\u002F2126-15",{"id":20,"text":2113,"url":20,"identifiers":2114},"Prowell B, Hurley G (2008) Warm-mix asphalt: best practices. Quality Improvement Publication 125, 3rd edn. NAPA, Lanham, MD",{},{"id":20,"text":2116,"url":20,"identifiers":2117},"Copeland A (2011) Reclaimed Asphalt Pavement in Asphalt Mixtures: State of the Practice. US Dep. Transp. Fed. Highw, Agency",{},{"id":20,"text":2119,"url":20,"identifiers":2120},"Koenders B, Stoker D, Bowen C, de Groot P, Larsen O, Hardy D, Wilms K (2000) Innovative Processes in Asphalt Production and Application to Obtain Lower Operating Temperatures. 2nd Eurasphalt Eurobitume Congress Barcelona, Spain",{},{"id":20,"text":2122,"url":20,"identifiers":2123},"Michael L (2005) Warm mix technology to improve compaction. NEAUPG Annual Meet, Burlington",{},{"id":20,"text":2125,"url":20,"identifiers":2126},"Buss A, Williams RC, Schram S (2015) The influence of warm mix asphalt on binders in mixes that contain recycled asphalt materials. Constr Build Mater 77:50–58. doi: 10.1016\u002Fj.conbuildmat.2014.12.023",{"doi":2127},"10.1016\u002Fj.conbuildmat.2014.12.023",{"id":20,"text":2129,"url":20,"identifiers":2130},"D’Angelo J et al. (2008) Warm-mix asphalt: european practice. Rep. No. FHWA-PL-08-007. U.S. Department of Transportation. Federal Highway Administration, Washington, DC. ",{},{"id":20,"text":2132,"url":20,"identifiers":2133},"Guo N, You Z, Zhao Y, Tan Y, Diab A (2014) Laboratory performance of warm mix asphalt containing recycled asphalt mixtures. Constr Build Mater 64:141–149. doi: 10.1016\u002Fj.conbuildmat.2014.04.002",{"doi":2134},"10.1016\u002Fj.conbuildmat.2014.04.002",{"id":20,"text":2136,"url":20,"identifiers":2137},"Hurley G, Prowel B (2006) Evaluation of Evotherm for use in WMA. Rep. 06–02, June. NCAT",{},{"id":20,"text":2139,"url":20,"identifiers":2140},"Oliveira JRM, Silva HMRD, Abreu LPF, Gonzalez-Leon JA (2012) The role of a surfactant based additive on the production of recycled warm mix asphalts - Less is more. Constr Build Mater 35:693–700. doi: 10.1016\u002Fj.conbuildmat.2012.04.141",{"doi":2141},"10.1016\u002Fj.conbuildmat.2012.04.141",{"id":20,"text":2143,"url":20,"identifiers":2144},"Oner J, Sengoz B (2015) Utilization of recycled asphalt concrete with warm mix asphalt and cost-benefit analysis. PLoS One 10:1–18. doi: 10.1371\u002Fjournal.pone.0116180",{"doi":2145},"10.1371\u002Fjournal.pone.0116180",{"id":20,"text":2147,"url":20,"identifiers":2148},"Xiao F, Hou X, Amirkhanian S, Kim KW (2016) Superpave evaluation of higher RAP contents using WMA technologies. Constr Build Mater 112:1080–1087. doi: 10.1016\u002Fj.conbuildmat.2016.03.024",{"doi":2149},"10.1016\u002Fj.conbuildmat.2016.03.024",{"id":20,"text":2151,"url":20,"identifiers":2152},"Shu X, Huang B, Shrum ED, Jia X (2012) Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP. Constr Build Mater 35:125–130. doi: 10.1016\u002Fj.conbuildmat.2012.02.095",{"doi":2153},"10.1016\u002Fj.conbuildmat.2012.02.095",{"id":20,"text":2155,"url":20,"identifiers":2156},"Oliveira JRM, Silva HMRD, Abreu LPF, Gonzalez-Leon JA (2012) The role of a surfactant based additive on the production of recycled warm mix asphalts—less is more. Constr Build Mater 35:693–700. doi: 10.1016\u002Fj.conbuildmat.2012.04.141",{"doi":2141},{"id":20,"text":2158,"url":20,"identifiers":2159},"Dinis-Almeida M, Castro-Gomes J, Sangiorgi C, Zoorob SE, Afonso ML (2016) Performance of warm mix recycled asphalt containing up to 100% RAP. Constr Build Mater 112:1–6. doi: 10.1016\u002Fj.conbuildmat.2016.02.108",{"doi":2160},"10.1016\u002Fj.conbuildmat.2016.02.108",{"id":20,"text":2162,"url":20,"identifiers":2163},"Hill B, Asce AM, Behnia B, Buttlar WG, Asce M, Reis H (2013) Evaluation of warm mix asphalt mixtures containing reclaimed asphalt pavement through mechanical performance tests and an acoustic emission approach. J Mater Civ Eng 25:1887–1897. doi: 10.1061\u002F(ASCE)MT.1943-5533.0000757",{"doi":2164},"10.1061\u002F(ASCE)MT.1943-5533.0000757",{"id":20,"text":2166,"url":20,"identifiers":2167},"Zhao S, Huang B, Shu X, Woods M (2013) Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement. Constr Build Mater 44:92–100. doi: 10.1016\u002Fj.conbuildmat.2013.03.010",{"doi":2168},"10.1016\u002Fj.conbuildmat.2013.03.010",{"id":20,"text":2170,"url":20,"identifiers":2171},"Xiao F, Putman B, Amirkhanian S (2015) Rheological characteristics investigation of high percentage RAP binders with WMA technology at various aging states. Constr Build Mater 98:315–324. doi: 10.1016\u002Fj.conbuildmat.2015.08.114",{"doi":2172},"10.1016\u002Fj.conbuildmat.2015.08.114",{"id":20,"text":2174,"url":20,"identifiers":2175},"William R (2011) Influence of warm mix additives upon high RAP asphalt mixes. Univ, Diss",{},{"id":20,"text":2177,"url":20,"identifiers":2178},"Crew E (2009) Warm Mix Plus RAP. MeadWestvaco Corp. NCAUPG 2009 Madison, WI",{},{"id":20,"text":2180,"url":20,"identifiers":2181},"Kusam A (2014) Laboratory evaluation of workability and moisture susceptibility of warm mix asphalt technologies with reclaimed asphalt pavement material. Diss. North Carolina State Univ",{},{"id":20,"text":2183,"url":20,"identifiers":2184},"Arnold C et al (2012) Unlocking the full potential of reclaimed asphalt pavement (rap): high quality asphalt courses incorporating more than 90% RAP: a case study. In: 5th Euroasphalt Eurobitume Congr. 13–15 June 2012 Istanbul, Turkey. Istanbul Eur. Asph. Pavement Assoc. p Paper No. 05EE–187",{},{"id":20,"text":2186,"url":20,"identifiers":2187},"Zaumanis M, Olesen E, Haritonovs V, Brencis G, Smirnovs J (2012) Laboratory evaluation of organic and chemical warm mix asphalt technologies for SMA asphalt. Balt J Road Bridg Eng 7:191–197. doi: 10.3846\u002Fbjrbe.2012.26",{"doi":2188},"10.3846\u002Fbjrbe.2012.26",{"id":20,"text":2190,"url":20,"identifiers":2191},"Sengoz B, Oylumluoglu J (2013) Utilization of recycled asphalt concrete with different warm mix asphalt additives prepared with different penetration grades bitumen. Constr Build Mater 45:173–183. doi: 10.1016\u002Fj.conbuildmat.2013.03.097",{"doi":2192},"10.1016\u002Fj.conbuildmat.2013.03.097",{"id":20,"text":2194,"url":20,"identifiers":2195},"Goh S, You Z (2012) Mechanical properties of porous asphalt pavement materials with warm mix asphalt and RAP. Journal of Transportation Engineering. J Transp Eng ASCE. doi: 10.1061\u002F(ASCE)TE.1943-5436.0000307",{"doi":2196},"10.1061\u002F(ASCE)TE.1943-5436.0000307",{"id":20,"text":2158,"url":20,"identifiers":2198},{"doi":2160},{"id":20,"text":2200,"url":20,"identifiers":2201},"Dinis-Almeida M, Castro-Gomes J, Antunes MDL (2012) Mix design considerations for warm mix recycled asphalt with bitumen emulsion. Constr Build Mater 28:687–693. doi: 10.1016\u002Fj.conbuildmat.2011.10.053",{"doi":2202},"10.1016\u002Fj.conbuildmat.2011.10.053",{"id":20,"text":2204,"url":20,"identifiers":2205},"Michael L (2005) Warm mix technology to improve compaction. NEAUPG Annual Meet. Burlington Vt. U.S. Department of Transportation, Federal Highway Administration (FHA), Washington, D.C. USA",{},{"id":20,"text":2207,"url":20,"identifiers":2208},"Hurley GC, Prowell BD (2005) Evaluation of aspha-min zeolite for use in warm mix asphalt. Natl Cent Asph Technol - Rep 05–04 35",{},{"id":20,"text":2210,"url":20,"identifiers":2211},"Bentsen R (2008) RAP USE IN I-90 WMA PROJECT. Illinois Tollway, NCAUPG 2008 CASE Stud",{},{"id":20,"text":2213,"url":20,"identifiers":2214},"Copeland A, D’Angelo J, Dongré R, Belagutti S, Sholar G (2010) Field evaluation of high reclaimed asphalt pavement-warm-mix asphalt project in florida. Transp Res Rec J Transp Res Board 2179:93–101. doi: 10.3141\u002F2179-11",{"doi":2215},"10.3141\u002F2179-11",{"id":20,"text":2217,"url":20,"identifiers":2218},"Williams D (2008) MO DOT Materials Eng. MS&T 51st Asph. Conf",{},{"id":20,"text":2220,"url":20,"identifiers":2221},"Hurley GC, Prowell BD (2008) Field performance of warm mix asphalt technologies. In: Proc Transp Res Board 87th Annu Meet Washington, DC. doi: 10.17226\u002F22272",{"doi":2222},"10.17226\u002F22272",{"id":20,"text":2224,"url":20,"identifiers":2225},"Diefenderfer SD, McGhee KK, Donaldson BM (2007) Installation of Warm Mix Asphalt Projects in Virginia. Virginia Transp. Res. Counc. Rep. No. FHWA\u002FVTCR 07-R2",{},{"id":20,"text":2227,"url":20,"identifiers":2228},"Chiu C-T, Hsu T-H, Yang W-F (2008) Life cycle assessment on using recycled materials for rehabilitating asphalt pavements. Resour Conserv Recycl 52:545–556. doi: 10.1016\u002Fj.resconrec.2007.07.001",{"doi":2229},"10.1016\u002Fj.resconrec.2007.07.001",{"id":20,"text":2231,"url":20,"identifiers":2232},"Capitão SD, Picado-Santos LG, Martinho F (2012) Pavement engineering materials: review on the use of warm-mix asphalt. Constr Build Mater 36:1016–1024. doi: 10.1016\u002Fj.conbuildmat.2012.06.038",{"doi":2233},"10.1016\u002Fj.conbuildmat.2012.06.038",{"id":20,"text":2235,"url":20,"identifiers":2236},"Rubio MC, Martínez G, Baena L, Moreno F (2012) Warm mix asphalt: an overview. J Clean Prod 24:76–84. doi: 10.1016\u002Fj.jclepro.2011.11.053",{"doi":2237},"10.1016\u002Fj.jclepro.2011.11.053",{"id":20,"text":2239,"url":20,"identifiers":2240},"Ventura A, Jullien A, Monéron P (2007) Polycyclic aromatic hydrocarbons emitted from a hot-mix drum, asphalt plant: study of the influence from use of recycled bitumen. J Environ Eng Sci 6:727–734. doi: 10.1139\u002FS07-022",{"doi":2241},"10.1139\u002FS07-022",{"id":20,"text":2243,"url":20,"identifiers":2244},"WAM-foam—An environmentally friendly alternative to hot-mix asphalt. WMA Scan Team, Nor. Public Roads Adm. Oslo, Norw",{},{"id":20,"text":2246,"url":20,"identifiers":2247},"Xiao F, Amirkhanian S, Juang CH (2007) Rutting resistance of rubberized asphalt concrete pavements containing reclaimed asphalt pavement mixtures. J Mater Civ Eng 19:475–483. doi: 10.1061\u002F(ASCE)0899-1561(2007)19:6(475)",{"doi":2248},"10.1061\u002F(ASCE)0899-1561(2007)19:6(475)",{"id":20,"text":2250,"url":20,"identifiers":2251},"Behnia B, Dave E, Ahmed S, Buttlar W, Reis H (2011) Effects of recycled asphalt pavement amounts on low-temperature cracking performance of asphalt mixtures using acoustic emissions. Transp Res Rec J Transp Res Board 2208:64–71. doi: 10.3141\u002F2208-09",{"doi":2252},"10.3141\u002F2208-09",{"id":20,"text":2254,"url":20,"identifiers":2255},"Vaitkus A, Čygas D, Laurinavičius A, Perveneckas Z (2009) Analysis and evaluation of possibilities for the use of warm mix asphalt in lithuania. Balt J Road Bridg Eng 4:80–86",{"doi":2256},"10.3846\u002F1822-427X.2009.4.80-86",{"id":20,"text":2258,"url":20,"identifiers":2259},"Hunter ER (2001) Evaluating the moisture susceptibility of asphalt mixes. Thesis, Laramie",{},{"id":20,"text":2261,"url":20,"identifiers":2262},"Zollinger CJ (2005) Application of surface energy measurements to evaluate moisture susceptibility of asphalt and aggregates. Texas A&M Univ",{},{"id":20,"text":2264,"url":20,"identifiers":2265},"Hurley GC, Prowell B (2006) Evaluation of potential processes for use in warm mix asphalt. J Assoc Asph Paving Technol 75:41–90",{},{"id":20,"text":2267,"url":20,"identifiers":2268},"Arega Z, Bhasin A (2012) Recommendations and guidelines for the use of wma mixtures. Center for transportation research. The University of Texas, Austin. TxDOT Project 0-6591",{},{"id":20,"text":2270,"url":20,"identifiers":2271},"Sabouri M, Choi YT, Wang Y, Hwang S, Baek C, Kim RY (2016) Effect of rejuvenator on performanceproperties of WMA mixtures with high RAP content. In: Canestrari F, Partl M (eds) 8th RILEM international symposium on testing and characterization of sustainable and innovative bituminous materials. RILEM Bookseries, vol 11. Springer, Dordrecht, pp 473–484",{"doi":2272},"10.1007\u002F978-94-017-7342-3_38",{"id":20,"text":2274,"url":20,"identifiers":2275},"Solaimanian M, Milander S, Boz I, Stoffels SM (2011) Development of guidelines for usage of high percent RAP in warm-mix asphalt pavements",{},{"id":20,"text":2277,"url":20,"identifiers":2278},"Iowa DOT Standard Specifications, “Section 2303. Hot Mix Asphalt Mixtures”",{},{"id":20,"text":2280,"url":20,"identifiers":2281},"McDaniel R, Soleymani H, Anderson R, Turner P, Peterson R (2001) recommended use of reclaimed asphalt pavement in the superpave mix design method. NCHRP Web Doc. 30, Final Rep. NCHRP Proj. 9–12",{},{"id":2283,"createTime":2284,"updateTime":2285,"relativeEntities":2286,"slug":2287,"properties":2288,"entityType":141,"verifyStatus":142,"verifyTime":2299,"verifyNote":144,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":2300,"fullTextUrl":20,"authors":2301,"publicationType":240,"publisherRelationship":2405,"citationCount":21,"citationInfo":2468,"publishDate":2470,"publishYear":557,"citationAnalyzeStatus":1121,"lastCitationAnalyze":2471,"indexDatabases":2472,"openAccess":20,"references":20,"isForceReanalyzing":303},"76604cbb-59c9-4e10-8086-c7ca6f643092","2024-01-15T12:57:14.438+00:00","2026-07-14T09:05:15.389+00:00",[],"Use-of-natural-vegetable-fibers-in-cementitious-composites-concepts-and-applications",{"abstract":2289,"title":2291,"gsPaper":2293,"references":2295,"doi":2297},{"EN":2290},"The application of vegetable fibers has gained great notoriety as a building material, due to its availability, mechanical properties and low cost. In this sense, the objective of this work is to carry out a bibliographic review on the application of this fibers in cementitious matrices, including concrete and mortar. This work analyzes the main characteristics of natural vegetable fibers that affect the properties of composites, such as geometric, physical, mechanical and chemical properties. The characteristics of the alkaline treatments carried out on the fibers are highlighted to improve the adhesion properties, durability, water absorption and tensile strength. Some case studies were analyzed in detail: coconut, bamboo and bananas fibers, all in combination with cementitious matrices. Finally, some suggestions for future work are highlighted, showing the need for further studies on the application of natural fibers in cementitious composites.",{"EN":2292},"Use of natural vegetable fibers in cementitious composites: concepts and applications",{"VOID":2294},"[\"15501220234450154230\"]",{"VOID":2296},"Oprea M, Voicu SI (2020) Recent advances in composites based on cellulose derivatives for biomedical applications. Carbohydr Polym 247:116683. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.carbpol.2020.116683\nClaramunt J, Ventura H, Toledo Filho RD, Ardanuy M (2019) Effect of nanocelluloses on the microstructure and mechanical performance of CAC cementitious matrices. Cem Concr Res 119:64–76. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2019.02.006\nKim Y, Park J (2020) A theory for the free vibration of a laminated composite rectangular plate with holes in aerospace applications. Compos Struct 251:112571. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compstruct.2020.112571\nNazarenko L, Stolarski H (2016) Energy-based definition of equivalent inhomogeneity for various interphase models and analysis of effective properties of particulate composites. Compos Part B Eng 94:82–94. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2016.03.015\nChak V, Chattopadhyay H, Dora TL (2020) A review on fabrication methods, reinforcements and mechanical properties of aluminum matrix composites. J Manuf Process 56:1059–1074. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmapro.2020.05.042\nXie MS, Wang Z, Zhang GQ, Yang C, Zhang WW, Prashanth KG (2020) Microstructure and mechanical property of bimodal-size metallic glass particle-reinforced Al alloy matrix composites. J Alloys Compd 814:152317. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jallcom.2019.152317\nHe T, Lu T, Ciftci N, Tan H, Uhlenwinkel V, Nielsch K, Scudino S (2020) Mechanical properties and tribological behavior of aluminum matrix composites reinforced with Fe-based metallic glass particles: Influence of particle size. Powder Technol 361:512–519. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.powtec.2019.11.088\nVijay V, Shyin PP, Biju VM, Devasia R (2020) Fabrication and property evaluation of titanium silicide active filler incorporated ceramic matrix composite. Ceram Int. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ceramint.2020.05.248\nMitts C, Naboulsi S, Przybyla C, Madenci E (2020) Axisymmetric peridynamic analysis of crack deflection in a single strand ceramic matrix composite. Eng Fract Mech 235:107074. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.engfracmech.2020.107074\nMay M, Hallett SR (2016) Damage initiation in polymer matrix composites under high-cycle fatigue loading—A question of definition or a material property? Int J Fatigue 87:59–62. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijfatigue.2016.01.011\nSingh B, Kumar R, Singh Chohan J (2020) Polymer matrix composites in 3D printing: a state of art review. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.04.335\nAdole O, Barekar N, Anguilano L, Minton T, Novytskyi A, McKay B (2019) Fibre\u002Fmatrix intermetallic phase formation in novel aluminium–basalt composites. Mater Lett 239:128–131. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matlet.2018.12.079\nVijayakumar S, Palanikumar K (2020) Evaluation on mechanical properties of randomly oriented Caryota fiber reinforced polymer composites. J Mater Res Technol 9:7915–7925. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2020.05.005\nGüler Ö, Bağcı N (2020) A short review on mechanical properties of graphene reinforced metal matrix composites. J Mater Res Technol 9:6808–6833. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2020.01.077\nLigowski E, dos Santos BC, Fujiwara ST (2015) Materiais compósitos a base de fibras da cana-de-açúcar e polímeros reciclados obtidos através da técnica de extrusão. Polímeros 25:70–75. https:\u002F\u002Fdoi.org\u002F10.1590\u002F0104-1428.1605\nFidelis MEA, Toledo Filho RD, de Andrade Silva F, Mobasher B, Müller S, Mechtcherine V (2019) Interface characteristics of jute fiber systems in a cementitious matrix. Cem Concr Res 116:252–265. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2018.12.002\nSuo Y, Wang B, Jia P, Gong Y (2020) Numerical analysis of mechanical properties and particle cracking probability of metal matrix composites. Mater Today Commun 24:101082. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.mtcomm.2020.101082\nPakravan HR, Jamshidi M, Latifi M, Pacheco-Torgal F (2012) Evaluation of adhesion in polymeric fibre reinforced cementitious composites. Int J Adhes Adhes 32:53–60. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijadhadh.2011.08.009\nde Azevedo ARG, Marvila MT, Barroso LS, Zanelato EB, Alexandre J, Xavier GC, Monteiro SN (2019) Effect of granite residue incorporation on the behavior of mortars. Materials (Basel). https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma12091449\nde Azevedo ARG, Alexandre J, Pessanha LSP, Manhães RST, de Brito J, Marvila MT (2019) Characterizing the paper industry sludge for environmentally-safe disposal. Waste Manag 95:43–52. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.wasman.2019.06.001\nRostami R, Zarrebini M, Mandegari M, Mostofinejad D, Abtahi SM (2020) A review on performance of polyester fibers in alkaline and cementitious composites environments. Constr Build Mater 241:117998. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.117998\nMarvila MT, Alexandre J, de Azevedo ARG, Zanelato EB (2019) Evaluation of the use of marble waste in hydrated lime cement mortar based. J Mater Cycles Waste Manag 21:1250–1261. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10163-019-00878-6\nAnwar A, Mohammed BS, Wahab MA, Liew MS (2020) Enhanced properties of cementitious composite tailored with graphene oxide nanomaterial—a review. Dev Built Environ 1:100002. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.dibe.2019.100002\nHuang B-T, Li Q-H, Xu S-L, Zhou B-M (2018) Tensile fatigue behavior of fiber-reinforced cementitious material with high ductility: experimental study and novel P–S–N model. Constr Build Mater 178:349–359. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.05.166\nAbbass A, Lourenço PB, Oliveira DV (2020) The use of natural fibers in repairing and strengthening of cultural heritage buildings. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.02.206\nBourmaud A, Shah DU, Beaugrand J, Dhakal HN (2020) Property changes in plant fibres during the processing of bio-based composites. Ind Crops Prod 154:112705. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2020.112705\nMorrissey FE, Coutts RSP, Grossman PUA (1985) Bond between cellulose fibres and cement. Int J Cem Compos Light Concr 7:73–80. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0262-5075(85)90062-4\nGonçalves MRF, Fillipeto CK, Vicenzi J, Bergmann CP (2011) Evaluation of mechanical performance of cement matrix composites with dispersed phases used in substitution to asbestos. Constr Build Mater 25:320–327. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2010.06.022\nArchez J, Texier-Mandoki N, Bourbon X, Caron JF, Rossignol S (2020) Influence of the wollastonite and glass fibers on geopolymer composites workability and mechanical properties. Constr Build Mater 257:119511. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119511\nSwift DG, Smith RBL (1979) The flexural strength of cement-based composites using low modulus (sisal) fibres. Composites 10:145–148. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0010-4361(79)90288-X\nKulkarni AG, Satyanarayana KG, Sukumaran K, Rohatgi PK (1981) Mechanical behaviour of coir fibres under tensile load. J Mater Sci 16:905–914. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF00542734\nKulkarni AG, Satyanarayana KG, Rohatgi PK, Vijayan K (1983) Mechanical properties of banana fibres (Musa sepientum). J Mater Sci 18:2290–2296. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF00541832\nMukherjee PS, Satyanarayana KG (1984) Structure and properties of some vegetable fibres. J Mater Sci 19:3925–3934. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF00980755\nMukherjee PS, Satyanarayana KG (1986) Structure and properties of some vegetable fibres. J Mater Sci 21:51–56. https:\u002F\u002Fdoi.org\u002F10.1007\u002FBF01144698\nCoutts RSP, Warden PG (1987) Air-cured abaca reinforced cement composites. Int J Cem Compos Light Concr 9:69–73. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0262-5075(87)90021-2\nCoutts RSP (1989) Wastepaper fibres in cement products. Int J Cem Compos Light Concr 11:143–147. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0262-5075(89)90085-7\nAkers SAS, Studinka JB (1989) Ageing behaviour of cellulose fibre cement composites in natural weathering and accelerated tests. Int J Cem Compos Light Concr 11:93–97. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0262-5075(89)90119-X\nCoutts RSP, Ni Y (1995) Autoclaved bamboo pulp fibre reinforced cement. Cem Concr Compos 17:99–106. https:\u002F\u002Fdoi.org\u002F10.1016\u002F0958-9465(94)00002-G\nToledo Filho RD, England GL, Ghavami K (1997) Comportamento em compressão de argamassas reforçadas com fibras naturais. I relação tensão-deformação experimental e processo de fratura. Rev Bras Eng Agrícola Ambient 1:79–88. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1807-1929\u002Fagriambi.v1n1p79-88\nQuintero-Dávila M, Monteiro SN, Colorado HA (2019) Composites of Portland cement and fibers of Guadua angustifolia Kunth from Colombia. J Compos Mater. https:\u002F\u002Fdoi.org\u002F10.1177\u002F0021998318792297\nLoaiza A, Garcia E, Colorado HA (2019) Evaluation of asphalt binder blended with coconut coir dust and residual coconut fibers for structural applications. Rev La Constr. https:\u002F\u002Fdoi.org\u002F10.7764\u002FRDLC.17.3.542\nSavastano H, Agopyan V (1999) Transition zone studies of vegetable fibre-cement paste composites. Cem Concr Compos. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(98)00038-9\nSpasiano D, Luongo V, Petrella A, Alfè M, Pirozzi F, Fratino U, Piccinni AF (2017) Preliminary study on the adoption of dark fermentation as pretreatment for a sustainable hydrothermal denaturation of cement-asbestos composites. J Clean Prod 166:172–180. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2017.08.029\nHosseinpourpia R, Varshoee A, Soltani M, Hosseini P, Ziaei Tabari H (2012) Production of waste bio-fiber cement-based composites reinforced with nano-SiO2 particles as a substitute for asbestos cement composites. Constr Build Mater 31:105–111. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2011.12.102\nHe Z, Shen A, Lyu Z, Li Y, Wu H, Wang W (2020) Effect of wollastonite microfibers as cement replacement on the properties of cementitious composites: a review. Constr Build Mater 261:119920. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119920\nLiu J, Li J, Ye J, He F (2016) Setting behavior, mechanical property and biocompatibility of anti-washout wollastonite\u002Fcalcium phosphate composite cement. Ceram Int 42:13670–13681. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ceramint.2016.05.165\nMu R, Xue Y, Qing L, Li H, Zhao Y, Zhou J, Su J (2019) Preparation and mechanical performance of annularly aligned steel fiber reinforced cement-based composite pipes. Constr Build Mater 211:167–173. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.03.146\nJang A-Y, Lim S-H, Kim D-H, Yun H-D, Lee G-C, Seo S-Y (2020) Strain-Detecting properties of hybrid PE and steel fibers reinforced cement composite (Hy-FRCC) with Multi-Walled carbon nanotube (MWCNT) under repeated compression. Results Phys 18:103199. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.rinp.2020.103199\nShettar M, Shettigar P, Manjunath M, Rao US (2020) Study on effect of water soaking conditions on properties and morphology of glass fiber–cement–polyester composites. J Mater Res Technol 9:8697–8704. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2020.05.117\nRovero L, Galassi S, Misseri G (2020) Experimental and analytical investigation of bond behavior in glass fiber-reinforced composites based on gypsum and cement matrices. Compos Part B Eng 194:108051. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2020.108051\nZhou Z, Xie N, Cheng X, Feng L, Hou P, Huang S, Zhou Z (2020) Electrical properties of low dosage carbon nanofiber\u002Fcement composite: percolation behavior and polarization effect. Cem Concr Compos 109:103539. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2020.103539\nQureshi TS, Panesar DK (2020) Nano reinforced cement paste composite with functionalized graphene and pristine graphene nanoplatelets. Compos Part B Eng 197:108063. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2020.108063\nMohammed BS, Aswin M, Beatty WH, Hafiz M (2016) Longitudinal shear resistance of PVA-ECC composite slabs. Structures 5:247–257. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.istruc.2015.12.003\nLing Y, Zhang P, Wang J, Chen Y (2019) Effect of PVA fiber on mechanical properties of cementitious composite with and without nano-SiO2. Constr Build Mater 229:117068. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117068\nZukowski B, dos Santos Mendonça YG, de Andrade Silva F, Toledo Filho RD (2020) Effect of moisture movement on the tensile stress–strain behavior of SHCC with alkali treated curauá fiber. Mater Struct 53:49. https:\u002F\u002Fdoi.org\u002F10.1617\u002Fs11527-020-01486-9\nda Silva EJ, da Silva PD, Marques ML, Fornari Junior CCM, Garcia FC, Luzardo FHM (2014) Resistência à compressão de argamassas em função da adição de fibra de coco. Rev Bras Eng Agrícola Ambient 18:1268–1273. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1807-1929\u002Fagriambi.v18n12p1268-1273\nde Siqueira IS, Dweck J, Toledo Filho RD (2020) Effect of microcrystalline and microfibrillated cellulose on the evolution of hydration of cement pastes by thermogravimetry. J Therm Anal Calorim. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10973-020-09572-4\nMarinelli AL, Monteiro MR, Ambrósio JD, Branciforti MC, Kobayashi M, Nobre AD (2008) Desenvolvimento de compósitos poliméricos com fibras vegetais naturais da biodiversidade: uma contribuição para a sustentabilidade amazônica. Polímeros 18:92–99. https:\u002F\u002Fdoi.org\u002F10.1590\u002FS0104-14282008000200005\nKhakpour H, Ayatollahi MR, Akhavan-Safar A, da Silva LFM (2020) Mechanical properties of structural adhesives enhanced with natural date palm tree fibers: Effects of length, density and fiber type. Compos Struct 237:111950. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compstruct.2020.111950\nZeng Q, Lu Q, Zhou Y, Chen N, Rao J, Fan M (2018) Circular development of recycled natural fibers from medium density fiberboard wastes. J Clean Prod 202:456–464. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2018.08.166\nLiu K, Cheng X, Zhang X, Guo X, Zhuang J (2018) Design of low-density cement optimized by cellulose-based fibre for oil and natural gas wells. Powder Technol 338:506–518. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.powtec.2018.07.016\nMu R, Xing P, Yu J, Wei L, Zhao Q, Qing L, Zhou J, Tian W, Gao S, Zhao X, Wang X (2019) Investigation on reinforcement of aligned steel fiber on flexural behavior of cement-based composites using acoustic emission signal analysis. Constr Build Mater 201:42–50. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.12.084\nFeng H, Li L, Zhang P, Gao D, Zhao J, Feng L, Sheikh MN (2020) Microscopic characteristics of interface transition zone between magnesium phosphate cement and steel fiber. Constr Build Mater 253:119179. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119179\nLima PRL, Toledo Filho RD, Neumann R, Barros JAO (2019) Efeito do envelhecimento acelerado sobre as propriedades de microconcreto reforçado com fibras longas de sisal. Ambient Construído 19:7–20. https:\u002F\u002Fdoi.org\u002F10.1590\u002Fs1678-86212019000100289\nRodier L, da Costa Correia V, Savastano Junior H (2020) Elaboration of eco-efficient vegetable fibers reinforced cement-based composites using glass powder residue. Cem Concr Compos 110:103599. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2020.103599\nWei J, Ma S, Thomas DG (2016) Correlation between hydration of cement and durability of natural fiber-reinforced cement composites. Corros Sci 106:1–15. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.corsci.2016.01.020\nUrrea-Ceferino GE, Rempe N, dos Santos V, Savastano Junior H (2017) Definition of optimal parameters for supercritical carbonation treatment of vegetable fiber-cement composites at a very early age. Constr Build Mater 152:424–433. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.06.182\nde Klerk MD, Kayondo M, Moelich GM, de Villiers WI, Combrinck R, Boshoff WP (2020) Durability of chemically modified sisal fibre in cement-based composites. Constr Build Mater 241:117835. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117835\nAkinyemi AB, Omoniyi ET, Onuzulike G (2020) Effect of microwave assisted alkali pretreatment and other pretreatment methods on some properties of bamboo fibre reinforced cement composites. Constr Build Mater 245:118405. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118405\nSiva R, Valarmathi TN, Palanikumar K, Samrot AV (2020) Study on a Novel natural cellulosic fiber from Kigelia africana fruit: characterization and analysis. Carbohydr Polym 244:116494. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.carbpol.2020.116494\nPatel N, Jain P (2020) An investigation on mechanical properties in randomly oriented short natural fiber reinforced composites. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.05.452\nAbiola OS (2017) Natural fibre cement composites. In: Adv. High Strength Nat. Fibre Compos. Constr., Elsevier, pp 205–214. https:\u002F\u002Fdoi.org\u002F10.1016\u002FB978-0-08-100411-1.00008-X\nChen M, Ye L, Li H, Wang G, Chen Q, Fang C, Dai C, Fei B (2020) Flexural strength and ductility of moso bamboo. Constr Build Mater 246:118418. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118418\nAbdul Khalil HPS, Bhat IUH, Jawaid M, Zaidon A, Hermawan D, Hadi YS (2012) Bamboo fibre reinforced biocomposites: a review. Mater Des 42:353–368. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matdes.2012.06.015\nJuarez CA, Fajardo G, Monroy S, Duran-Herrera A, Valdez P, Magniont C (2015) Comparative study between natural and PVA fibers to reduce plastic shrinkage cracking in cement-based composite. Constr Build Mater 91:164–170. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2015.05.028\nBourmaud A, Morvan C, Bouali A, Placet V, Perré P, Baley C (2013) Relationships between micro-fibrillar angle, mechanical properties and biochemical composition of flax fibers. Ind Crops Prod 44:343–351. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2012.11.031\nAymerich F, Fenu L, Francesconi L, Meloni P (2016) Fracture behaviour of a fibre reinforced earthen material under static and impact flexural loading. Constr Build Mater 109:109–119. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2016.01.046\nDel Masto A, Trivaudey F, Guicheret-Retel V, Placet V, Boubakar L (2019) Investigation of the possible origins of the differences in mechanical properties of hemp and flax fibres: a numerical study based on sensitivity analysis. Compos Part A Appl Sci Manuf 124:105488. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2019.105488\nThiagamani SMK, Krishnasamy S, Muthukumar C, Tengsuthiwat J, Nagarajan R, Siengchin S, Ismail SO (2019) Investigation into mechanical, absorption and swelling behaviour of hemp\u002Fsisal fibre reinforced bioepoxy hybrid composites: Effects of stacking sequences. Int J Biol Macromol 140:637–646. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijbiomac.2019.08.166\nRazmi A, Mirsayar MM (2017) On the mixed mode I\u002FII fracture properties of jute fiber-reinforced concrete. Constr Build Mater 148:512–520. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2017.05.034\nIslam MS, Ahmed SJ (2018) Influence of jute fiber on concrete properties. Constr Build Mater 189:768–776. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.09.048\nP. Sai Shravan Kumar, K. Viswanath Allamraju, A Review Of Natural Fiber Composites [Jute, Sisal, Kenaf], Mater. Today Proc. 18 (2019) 2556–2562. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2019.07.113.\nMohan TP, Kanny K (2019) Compressive characteristics of unmodified and nanoclay treated banana fiber reinforced epoxy composite cylinders. Compos Part B Eng 169:118–125. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2019.03.071\nTodkar SS, Patil SA (2019) Review on mechanical properties evaluation of pineapple leaf fibre (PALF) reinforced polymer composites. Compos Part B Eng 174:106927. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2019.106927\nF.S. da Luz, F.J.H.T.V. Ramos, L.F.C. Nascimento, A.B.-H. da S. Figueiredo, S.N. Monteiro, Critical length and interfacial strength of PALF and coir fiber incorporated in epoxy resin matrix, J. Mater. Res. Technol. 7 (2018) 528–534. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2018.04.025.\nF. da C. Garcia Filho, F.S. da Luz, M.S. Oliveira, A.C. Pereira, U.O. Costa, S.N. Monteiro, Thermal behavior of graphene oxide-coated piassava fiber and their epoxy composites, J. Mater. Res. Technol. 9 (2020) 5343–5351. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2020.03.060.\nMiranda CS, Ferreira MS, Magalhães MT, Bispo APG, Oliveira JC, Silva JBA, José NM (2015) Starch-based Films Plasticized with Glycerol and Lignin from Piassava Fiber Reinforced with Nanocrystals from Eucalyptus. Mater Today Proc 2:134–140. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2015.04.038\nV. Rebelo, Y. da Silva, S. Ferreira, R. Toledo Filho, V. Giacon, Effects of mercerization in the chemical and morphological properties of amazon piassava, Polímeros. 29 (2019). https:\u002F\u002Fdoi.org\u002F10.1590\u002F0104-1428.01717.\nB. Zukowski, F. de Andrade Silva, R.D. Toledo Filho, Design of strain hardening cement-based composites with alkali treated natural curauá fiber, Cem. Concr. Compos. 89 (2018) 150–159. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2018.03.006.\nTomczak F, Satyanarayana KG, Sydenstricker THD (2007) Studies on lignocellulosic fibers of Brazil: Part III—Morphology and properties of Brazilian curauá fibers. Compos Part A Appl Sci Manuf 38:2227–2236. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2007.06.005\nd’Almeida JRM, Aquino RCMP, Monteiro SN (2006) Tensile mechanical properties, morphological aspects and chemical characterization of piassava (Attalea funifera) fibers. Compos Part A Appl Sci Manuf 37:1473–1479. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2005.03.035\nHuo L, Bi J, Zhao Y, Wang Z (2021) Constitutive model of steel fiber reinforced concrete by coupling the fiber inclining and spacing effect. Constr Build Mater 280:122423. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.122423\nWang L, He T, Zhou Y, Tang S, Tan J, Liu Z, Su J (2021) The influence of fiber type and length on the cracking resistance, durability and pore structure of face slab concrete. Constr Build Mater 282:122706. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.122706\nBilisik K, Ozdemir H (2021) Multiaxis three-dimensional (3D) glass fiber preform\u002Fcementitious matrix concrete composites: Experimental characterizations by panel test. Cem Concr Compos 119:104020. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2021.104020\nPickering KL, Efendy MGA, Le TM (2016) A review of recent developments in natural fibre composites and their mechanical performance. Compos Part A Appl Sci Manuf 83:98–112. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2015.08.038\nKerni L, Singh S, Patnaik A, Kumar N (2020) A review on natural fiber reinforced composites. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.04.851\nAriawan D, Surojo E, Triyono J, Purbayanto IF, Pamungkas AF, Prabowo AR (2020) Micromechanical analysis on tensile properties prediction of discontinuous randomized zalacca fibre\u002Fhigh-density polyethylene composites under critical fibre length. Theor Appl Mech Lett 10:57–65. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.taml.2020.01.009\nJeon J, Kim W, Jeon C, Kim J (2014) Processing and Mechanical Properties of Macro Polyamide Fiber Reinforced Concrete. Materials (Basel) 7:7634–7652. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma7127634\nEl-Newihy A, Azarsa P, Gupta R, Biparva A (2018) Effect of Polypropylene Fibers on Self-Healing and Dynamic Modulus of Elasticity Recovery of Fiber Reinforced Concrete. Fibers 6:9. https:\u002F\u002Fdoi.org\u002F10.3390\u002Ffib6010009\nZhang R, Jin L, Du X (2021) Three-dimensional meso-scale modelling of failure of steel fiber reinforced concrete at room and elevated temperatures. Constr Build Mater 278:122368. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2021.122368\nGalicia-Aldama E, Mayorga M, Arteaga-Arcos JC, Romero-Salazar L (2019) Rheological behaviour of cement paste added with natural fibres. Constr Build Mater 198:148–157. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.11.179\nLiao L, Zhao J, Zhang F, Li S, Wang Z (2020) Experimental study on compressive properties of SFRC under high strain rate with different fiber content and aspect ratio. Constr Build Mater 261:119906. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119906\nGao D, Ding C, Pang Y, Yang L, Huang Y, Tang J (2021) Diverse angle-length-width model for 3D\u002F4D\u002F5D steel fiber reinforced concrete under tension. Constr Build Mater 266:121149. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.121149\nChegdani F, Takabi B, El Mansori M, Tai BL, Bukkapatnam STS (2020) Effect of flax fiber orientation on machining behavior and surface finish of natural fiber reinforced polymer composites. J Manuf Process 54:337–346. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmapro.2020.03.025\nWansom S, Janjaturaphan S (2013) Evaluation of fiber orientation in plant fiber-cement composites using AC-impedance spectroscopy. Cem Concr Res 45:37–44. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2012.11.003\nLee J-H, Hu JW, Kang J-W (2019) Effects of blades inside a nozzle on the fiber orientation and distribution in fiber-reinforced cement-based materials. Compos Struct 221:110885. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compstruct.2019.04.057\nD.G. Soltan, P. das Neves, A. Olvera, H. Savastano Junior, V.C. Li, Introducing a curauá fiber reinforced cement-based composite with strain-hardening behavior, Ind. Crops Prod. 103 (2017) 1–12. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2017.03.016.\nAhmed K, Nasir M, Fatima N, Khan KM, Zahra DN (2015) Structural mass irregularities and fiber volume influence on morphology and mechanical properties of unsaturated polyester resin in matrix composites. J Adv Res 6:833–838. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jare.2014.06.007\nAzevedo AR, Marvila MT, Zanelato EB, Alexandre J, Xavier GC, Cecchin D (2020) Development of mortar for laying and coating with pineapple fiber. Rev Bras Eng Agric e Ambient. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1807-1929\u002Fagriambi.v24n3p187-193\nLe LA, Nguyen GD, Bui HH, Sheikh AH, Kotousov A (2019) Incorporation of micro-cracking and fibre bridging mechanisms in constitutive modelling of fibre reinforced concrete. J Mech Phys Solids 133:103732. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmps.2019.103732\nColorado HA, Zapata JF (2019) Composites of Portland cement paste and sugarcane bagasse fibers : structure-property relation and Weibull statistics 10:1162–1171\nTeles MCA, Altoé GR, Netto PA, Colorado H, Margem FM, Monteiro SN (2015) Fique fiber tensile elastic modulus dependence with diameter using the Weibull statistical analysis. Mater Res. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1516-1439.364514\nS.R. Ferreira, M. Pepe, E. Martinelli, F. de Andrade Silva, R.D. Toledo Filho, Influence of natural fibers characteristics on the interface mechanics with cement based matrices, Compos. Part B Eng. 140 (2018) 183–196. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2017.12.016.\nK. Majeed, M. Jawaid, A. Hassan, A. Abu Bakar, H.P.S. Abdul Khalil, A.A. Salema, I. Inuwa, Potential materials for food packaging from nanoclay\u002Fnatural fibres filled hybrid composites, Mater. Des. 46 (2013) 391–410. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matdes.2012.10.044.\nAn X, Liu J, Liu L, Zhang H, Nie S, Cao H, Xu Q, Liu H (2020) Improving the flexibility of bamboo mechanical pulp fibers for production of high soft tissue handsheets. Ind Crops Prod 150:112410. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2020.112410\nRasheed M, Jawaid M, Parveez B, Zuriyati A, Khan A (2020) Morphological, chemical and thermal analysis of cellulose nanocrystals extracted from bamboo fibre. Int J Biol Macromol 160:183–191. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijbiomac.2020.05.170\nR.H.M. Reis, L.F. Nunes, M.S. Oliveira, V.F. de V. Junior, F.D.C.G. Filho, M.A. Pinheiro, V.S. Candido, S.N. Monteiro, Guaruman fiber: another possible reinforcement in composites, J. Mater. Res. Technol. 9 (2020) 622–628. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2019.11.002.\nPage J, Khadraoui F, Gomina M, Boutouil M (2019) Influence of different surface treatments on the water absorption capacity of flax fibres: Rheology of fresh reinforced-mortars and mechanical properties in the hardened state. Constr Build Mater 199:424–434. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.12.042\nMayer-Laigle C, Bourmaud A, Shah DU, Follain N, Beaugrand J (2020) Unravelling the consequences of ultra-fine milling on physical and chemical characteristics of flax fibres. Powder Technol 360:129–140. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.powtec.2019.10.024\nMahmoud MA (2020) Oil spill cleanup by raw flax fiber: Modification effect, sorption isotherm, kinetics and thermodynamics. Arab J Chem 13:5553–5563. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.arabjc.2020.02.014\nBuson RF, Melo LFL, Oliveira MN, Rangel GAVP, Deus EP (2018) Physical and mechanical characterization of surface treated bamboo fibers. Sci Technol Mater 30:67–73. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.stmat.2018.03.002\nE. Gümüşkaya, M. Usta, M. Balaban, Carbohydrate components and crystalline structure of organosolv hemp (Cannabis sativa L.) bast fibers pulp, Bioresour. Technol. 98 (2007) 491–497. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.biortech.2006.02.031.\nHussain T, Ali M (2019) Improving the impact resistance and dynamic properties of jute fiber reinforced concrete for rebars design by considering tension zone of FRC. Constr Build Mater 213:592–607. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.04.036\nNong G, Li P, Li Y, Xing D, Zhu T, Wu J, Gan W, Wang S, Yin Y (2019) Preparing tea filter papers with High air permeability from jute fibers for fast leaching. Ind Crops Prod 140:111619. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2019.111619\nV.C. Correia, S.F. Santos, G.H.D. Tonoli, H. Savastano, Characterization of vegetable fibers and their application in cementitious composites, in: Nonconv. Vernac. Constr. Mater., Elsevier, 2020: pp. 141–167. https:\u002F\u002Fdoi.org\u002F10.1016\u002FB978-0-08-102704-2.00007-X.\nKenned JJ, Sankaranarayanasamy K, Binoj J, Chelliah SK (2020) Thermo-mechanical and morphological characterization of needle punched non-woven banana fiber reinforced polymer composites. Compos Sci Technol 185:107890. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compscitech.2019.107890\nGonçalves APB, de Miranda CS, Guimarães DH, de Oliveira JC, Cruz AMF, da Silva FLBM, Luporini S, José NM (2015) Physicochemical, Mechanical and Morphologic Characterization of Purple Banana Fibers. Mater Res 18:205–209. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1516-1439.366414\nPutra A, Or KH, Selamat MZ, Nor MJM, Hassan MH, Prasetiyo I (2018) Sound absorption of extracted pineapple-leaf fibres. Appl Acoust 136:9–15. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.apacoust.2018.01.029\nM. Singh Bahra, V.K. Gupta, L. Aggarwal, Effect of Fibre Content on Mechanical Properties and Water Absorption Behaviour of Pineapple\u002FHDPE Composite, Mater. Today Proc. 4 (2017) 3207–3214. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2017.02.206.\nMunawar SS, Umemura K, Tanaka F, Kawai S (2008) Effects of alkali, mild steam, and chitosan treatments on the properties of pineapple, ramie, and sansevieria fiber bundles. J Wood Sci 54:28–35. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10086-007-0903-y\nNajeeb MI, Sultan MTH, Andou Y, Shah AU, Eksiler K, Jawaid M, Ariffin AH (2020) Characterization of silane treated Malaysian Yankee Pineapple AC6 leaf fiber (PALF) towards industrial applications. J Mater Res Technol 9:3128–3139. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2020.01.058\nPoletto M, Ornaghi H, Zattera A (2014) Native Cellulose: Structure, Characterization and Thermal Properties. Materials (Basel) 7:6105–6119. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fma7096105\nK. Obi Reddy, G. Sivamohan Reddy, C. Uma Maheswari, A. Varada Rajulu, K. Madhusudhana Rao, Structural characterization of coconut tree leaf sheath fiber reinforcement, J. For. Res. 21 (2010) 53–58. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11676-010-0008-0.\nN. Rajini, J.T. Winowlin Jappes, S. Rajakarunakaran, C. Bennet, Effects of chemical modifications and MMT nanoclay addition on transport phenomena of naturally woven coconut sheath\u002Fpolyester nanocomposites, Chinese J. Polym. Sci. 31 (2013) 1074–1086. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10118-013-1291-y.\nE.B.C. Santos, J.J.P. Barros, D.A. de Moura, C.G. Moreno, F. de C. Fim, L.B. da Silva, Rheological and thermal behavior of PHB\u002Fpiassava fiber residue-based green composites modified with warm water, J. Mater. Res. Technol. 8 (2019) 531–540. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jmrt.2018.05.005.\nL.O. de Souza, L.M.S. de Souza, F. de Andrade Silva, Mechanical autogenous recovery and crack sealing of natural curauá textile reinforced concrete, Constr. Build. Mater. 235 (2020) 117476. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117476.\nde Azevedo ARG, Marvila MT, Tayeh BA, Cecchin D, Pereira AC, Monteiro SN (2021) Technological performance of açaí natural fibre reinforced cement-based mortars. J Build Eng 33:101675. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2020.101675\nM. Mathavan, N. Sakthieswaran, O. Ganesh Babu, Experimental investigation on strength and properties of natural fibre reinforced cement mortar, Mater. Today Proc. (2020). https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.06.295.\nWei J, Meyer C (2017) Degradation of natural fiber in ternary blended cement composites containing metakaolin and montmorillonite. Corros Sci 120:42–60. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.corsci.2016.12.004\nJohn VM, Cincotto MA, Sjöström C, Agopyan V, Oliveira CTA (2005) Durability of slag mortar reinforced with coconut fibre. Cem Concr Compos 27:565–574. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2004.09.007\nFernea R, Florea I, Manea DL, Pășcuță P, Tămaș-Gavrea DR (2018) X-ray diffraction study on new organic- natural building materials. Procedia Manuf 22:372–379. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.promfg.2018.03.056\nRuano G, Bellomo F, López G, Bertuzzi A, Nallim L, Oller S (2020) Mechanical behaviour of cementitious composites reinforced with bagasse and hemp fibers. Constr Build Mater 240:117856. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.117856\nTeixeira RS, Santos SF, Christoforo AL, Payá J, Savastano H, Lahr FAR (2019) Impact of content and length of curauá fibers on mechanical behavior of extruded cementitious composites: Analysis of variance. Cem Concr Compos 102:134–144. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2019.04.022\nWang Z, Li H, Jiang Z, Chen Q (2018) Effect of Waste Paper Fiber on Properties of Cement-based Mortar and Relative Mechanism. J Wuhan Univ Technol Sci Ed 33:419–426. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11595-018-1839-2\nHan J-W, Jeon J-H, Park C-G (2015) Bond Characteristics of Macro Polypropylene Fiber in Cementitious Composites Containing Nanosilica and Styrene Butadiene Latex Polymer. Int J Polym Sci 2015:1–9. https:\u002F\u002Fdoi.org\u002F10.1155\u002F2015\u002F207456\nIlyas RA, Sapuan SM, Ishak MR (2018) Isolation and characterization of nanocrystalline cellulose from sugar palm fibres (Arenga Pinnata). Carbohydr Polym 181:1038–1051. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.carbpol.2017.11.045\nPietak A, Korte S, Tan E, Downard A, Staiger MP (2007) Atomic force microscopy characterization of the surface wettability of natural fibres. Appl Surf Sci 253:3627–3635. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.apsusc.2006.07.082\nSmarzewski P, Barnat-Hunek D (2017) Effect of Fiber Hybridization on Durability Related Properties of Ultra-High Performance Concrete. Int J Concr Struct Mater 11:315–325. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs40069-017-0195-6\nChen H, Zhang W, Wang X, Wang H, Wu Y, Zhong T, Fei B (2018) Effect of alkali treatment on wettability and thermal stability of individual bamboo fibers. J Wood Sci 64:398–405. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10086-018-1713-0\nM.V. Scatolino, C.S. Fonseca, M. da Silva Gomes, V.D. Rompa, M.A. Martins, G.H.D. Tonoli, L.M. Mendes, How the surface wettability and modulus of elasticity of the Amazonian paricá nanofibrils films are affected by the chemical changes of the natural fibers, Eur. J. Wood Wood Prod. 76 (2018) 1581–1594. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs00107-018-1343-7.\nTong J, Zhu F, Ma Y, Han Z, Ren L (2005) Wettability and soil friction of the wollastonite fiber filled UHMWPE composites. J Mater Sci 40:1823–1825. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10853-005-0703-y\nM.T. Marvila, A.R.G. Azevedo, D. Cecchin, J.M. Costa, G.C. Xavier, D. de Fátima do Carmo, S.N. Monteiro, Durability of coating mortars containing açaí fibers, Case Stud. Constr. Mater. 13 (2020) e00406. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2020.e00406.\nA.R.G. de Azevedo, J. Alexandre, M.T. Marvila, G. de C. Xavier, S.N. Monteiro, L.G. Pedroti, Technological and environmental comparative of the processing of primary sludge waste from paper industry for mortar, J. Clean. Prod. 249 (2019) 119336. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2019.119336.\nMarvila MT, Alexandre J, Azevedo ARG, Zanelato EB, Xavier GC, Monteiro SN (2019) Study on the replacement of the hydrated lime by kaolinitic clay in mortars. Adv Appl Ceram 118:373–380. https:\u002F\u002Fdoi.org\u002F10.1080\u002F17436753.2019.1595266\nPatel JP, Parsania PH (2017) Fabrication and comparative mechanical, electrical and water absorption characteristic properties of multifunctional epoxy resin of bisphenol-C and commercial epoxy-treated and -untreated jute fiber-reinforced composites. Polym Bull 74:485–504. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs00289-016-1725-0\nHabibi Y, El-Zawawy WK, Ibrahim MM, Dufresne A (2008) Processing and characterization of reinforced polyethylene composites made with lignocellulosic fibers from Egyptian agro-industrial residues. Compos Sci Technol 68:1877–1885. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compscitech.2008.01.008\nMonteiro SN, Lopes FPD, Barbosa AP, Bevitori AB, Da Silva ILA, Da Costa LL (2011) Natural Lignocellulosic Fibers as Engineering Materials—An Overview. Metall Mater Trans A 42:2963–2974. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11661-011-0789-6\nGupta MK, Srivastava RK (2015) Effect of Sisal Fibre Loading on Dynamic Mechanical Analysis and Water Absorption Behaviour of Jute Fibre Epoxy Composite. Mater Today Proc 2:2909–2917. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2015.07.253\nKorniejenko K, Frączek E, Pytlak E, Adamski M (2016) Mechanical Properties of Geopolymer Composites Reinforced with Natural Fibers. Procedia Eng 151:388–393. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.proeng.2016.07.395\nRuan P, Raghavan V, Du J, Gariepy Y, Lyew D, Yang H (2020) Effect of radio frequency pretreatment on enzymatic retting of flax stems and resulting fibers properties. Ind Crops Prod 146:112204. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.indcrop.2020.112204\nWei J, Meyer C (2015) Degradation mechanisms of natural fiber in the matrix of cement composites. Cem Concr Res. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconres.2015.02.019\nMoshi AAM, Ravindran D, Bharathi SRS, Padma SR, Indran S, Divya D (2020) Characterization of natural cellulosic fiber extracted from Grewia damine flowering plant’s stem. Int J Biol Macromol. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijbiomac.2020.07.225\nS. Sakuri, E. Surojo, D. Ariawan, A.R. Prabowo, Experimental investigation on mechanical characteristics of composite reinforced cantala fiber (CF) subjected to microcrystalline cellulose and fumigation treatments, Compos. Commun. (2020) 100419. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.coco.2020.100419.\nSummerscales J, Virk AS, Hall W (2020) Fibre area correction factors (FACF) for the extended rules-of-mixtures for natural fibre reinforced composites. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.01.552\nKhodayari A, Hirn U, Van Vuure AW, Seveno D (2020) Inverse rule of mixtures at the nanoscale: Prediction of elastic properties of cellulose nanofibrils. Compos Part A Appl Sci Manuf 138:106046. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2020.106046\nZhang D, Yu J, Wu H, Jaworska B, Ellis BR, Li VC (2020) Discontinuous micro-fibers as intrinsic reinforcement for ductile Engineered Cementitious Composites (ECC). Compos Part B Eng 184:107741. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesb.2020.107741\nSreenivas HT, Krishnamurthy N, Arpitha GR (2020) A comprehensive review on light weight kenaf fiber for automobiles. Int J Light Mater Manuf 3:328–337. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijlmm.2020.05.003\nMa W, Qin Y, Li Y, Chai J, Zhang X, Ma Y, Liu H (2020) Mechanical properties and engineering application of cellulose fiber-reinforced concrete. Mater Today Commun 22:100818. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.mtcomm.2019.100818\nPoletanovic B, Dragas J, Ignjatovic I, Komljenovic M, Merta I (2020) Physical and mechanical properties of hemp fibre reinforced alkali-activated fly ash and fly ash\u002Fslag mortars. Constr Build Mater 259:119677. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119677\nKoushki P, Kwok T-H, Hof L, Wuthrich R (2020) Reinforcing silicone with hemp fiber for additive manufacturing. Compos Sci Technol 194:108139. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compscitech.2020.108139\nRao F, Ji Y, Li N, Zhang Y, Chen Y, Yu W (2020) Outdoor bamboo-fiber-reinforced composite: Influence of resin content on water resistance and mechanical properties. Constr Build Mater 261:120022. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.120022\nSumesh KR, Kanthavel K, Kavimani V (2020) Peanut oil cake-derived cellulose fiber: Extraction, application of mechanical and thermal properties in pineapple\u002Fflax natural fiber composites. Int J Biol Macromol 150:775–785. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.ijbiomac.2020.02.118\nKomuraiah A, Kumar NS, Prasad BD (2014) Chemical Composition of Natural Fibers and its Influence on their Mechanical Properties. Mech Compos Mater 50:359–376. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs11029-014-9422-2\nBaley C, Busnel F, Grohens Y, Sire O (2006) Influence of chemical treatments on surface properties and adhesion of flax fibre–polyester resin. Compos Part A Appl Sci Manuf 37:1626–1637. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.compositesa.2005.10.014\nR.D. Tolêdo Filho, K. Ghavami, G.L. England, K. Scrivener, Development of vegetable fibre–mortar composites of improved durability, Cem. Concr. Compos. 25 (2003) 185–196. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(02)00018-5.\nB.S. Raju, L.H. Manjunatha, Santosh, N. Jagadeeswaran, Fabrication & characterization of ZnS micro particulate filled glass and jute fibre reinforced hybrid polymer composites, Mater. Today Proc. 20 (2020) 125–133. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2019.10.061.\nSyed H, Nerella R, Madduru SRC (2020) Role of coconut coir fiber in concrete. Mater Today Proc. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.01.477\nA.R. Azevedo, M.T. Marvila, E.B. Zanelato, J. Alexandre, Development of mortar for laying and coating with pineapple fibers e revestimento com fibras de abacaxi, (2020) 187–193. https:\u002F\u002Fdoi.org\u002F10.1590\u002F1807-1929\u002Fagriambi.v24n3p187-193.\nJagadesh P, Ramachandramurthy A, Murugesan R (2018) Evaluation of mechanical properties of Sugar Cane Bagasse Ash concrete. Constr Build Mater 176:608–617. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.05.037\nTrabelsi A, Kammoun Z (2020) Mechanical properties and impact resistance of a high-strength lightweight concrete incorporating prickly pear fibres. Constr Build Mater 262:119972. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.119972\nde Azevedo ARG, Marvila MT, Antunes MLP, Rangel EC, Fediuk R (2021) Technological Perspective for Use the Natural Pineapple Fiber in Mortar to Repair Structures. Waste and Biomass Valorization. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs12649-021-01374-5\nS. Vigneshwaran, R. Sundarakannan, K.M. John, R.D. Joel Johnson, K.A. Prasath, S. Ajith, V. Arumugaprabu, M. Uthayakumar, Recent advancement in the natural fiber polymer composites: A comprehensive review, J. Clean. Prod. 277 (2020) 124109. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jclepro.2020.124109.\nde Azevedo ARG, Klyuev S, Marvila MT, Vatin N, Alfimova N, de Lima TES, Fediuk R, Olisov A (2020) Investigation of the Potential Use of Curauá Fiber for Reinforcing Mortars. Fibers 8:69. https:\u002F\u002Fdoi.org\u002F10.3390\u002Ffib8110069\nAzevedo A, de Matos P, Marvila M, Sakata R, Silvestro L, Gleize P, de Brito J (2021) Rheology, Hydration, and Microstructure of Portland Cement Pastes Produced with Ground Açaí Fibers. Appl Sci 11:3036. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fapp11073036\nMastali M, Dalvand A, Sattarifard AR, Illikainen M (2018) Development of eco-efficient and cost-effective reinforced self-consolidation concretes with hybrid industrial\u002Frecycled steel fibers. Constr Build Mater 166:214–226. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2018.01.147\nHussain I, Ali B, Akhtar T, Jameel MS, Raza SS (2020) Comparison of mechanical properties of concrete and design thickness of pavement with different types of fiber-reinforcements (steel, glass, and polypropylene). Case Stud Constr Mater 13:e00429. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2020.e00429\nS. Shahinur, M. Hasan, Natural Fiber and Synthetic Fiber Composites: Comparison of Properties, Performance, Cost and Environmental Benefits, in: Encycl. Renew. Sustain. Mater., Elsevier, 2020: pp. 794–802. https:\u002F\u002Fdoi.org\u002F10.1016\u002FB978-0-12-803581-8.10994-4.\nM. Jawaid, H.P.S. Abdul Khalil, Cellulosic\u002Fsynthetic fibre reinforced polymer hybrid composites: A review, Carbohydr. Polym. 86 (2011) 1–18. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.carbpol.2011.04.043.\nR.D. Tolêdo Filho, K. Scrivener, G.L. England, K. Ghavami, Durability of alkali-sensitive sisal and coconut fibres in cement mortar composites, Cem. Concr. Compos. 22 (2000) 127–143. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0958-9465(99)00039-6.\nParre A, Karthikeyan B, Balaji A, Udhayasankar R (2020) Investigation of chemical, thermal and morphological properties of untreated and NaOH treated banana fiber. Mater Today Proc 22:347–352. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2019.06.655\nGu H (2009) Tensile behaviours of the coir fibre and related composites after NaOH treatment. Mater Des 30:3931–3934. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matdes.2009.01.035\nA. Balaji, B. Karthikeyan, J. Swaminathan, C. Sundar Raj, Thermal behavior of cardanol resin reinforced 20 mm long untreated bagasse fiber composites, Int. J. Polym. Anal. Charact. 23 (2018) 70–77. https:\u002F\u002Fdoi.org\u002F10.1080\u002F1023666X.2017.1387448.\nUrrea-Ceferino GE, Panesar DK, Savastano H (2019) Adjusting curing parameters for innovative and durable vegetable fibre-cement composites. Cem Concr Compos 103:121–133. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cemconcomp.2019.04.028\nWei J (2018) Degradation behavior and kinetics of sisal fiber in pore solutions of sustainable cementitious composite containing metakaolin. Polym Degrad Stab 150:1–12. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.polymdegradstab.2018.01.027\nBui H, Boutouil M, Levacher D, Sebaibi N (2021) Evaluation of the influence of accelerated carbonation on the microstructure and mechanical characteristics of coconut fibre-reinforced cementitious matrix. J Build Eng 39:102269. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.jobe.2021.102269\nAkinyemi BA, Dai C (2020) Development of banana fibers and wood bottom ash modified cement mortars. Constr Build Mater 241:118041. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118041\nPoongodi K, Murthi P (2020) Impact strength enhancement of banana fibre reinforced lightweight self-compacting concrete. Mater Today Proc 27:1203–1209. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.02.108\nElbehiry A, Elnawawy O, Kassem M, Zaher A, Uddin N, Mostafa M (2020) Performance of concrete beams reinforced using banana fiber bars. Case Stud Constr Mater 13:e00361. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2020.e00361\nK.V. Sabarish, P. Paul, Bhuvaneshwari, J. Jones, An experimental investigation on properties of sisal fiber used in the concrete, Mater. Today Proc. 22 (2020) 439–443. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2019.07.686.\nC.B. de Carvalho Bello, I. Boem, A. Cecchi, N. Gattesco, D. V. Oliveira, Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures, Constr. Build. Mater. 219 (2019) 44–55. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2019.05.168.\nSultana N, Hossain SMZ, Alam MS, Hashish MMA, Islam MS (2020) An experimental investigation and modeling approach of response surface methodology coupled with crow search algorithm for optimizing the properties of jute fiber reinforced concrete. Constr Build Mater 243:118216. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.conbuildmat.2020.118216\nM.T. Marvila, A.R.G. Azevedo, J. Alexandre, E.B. Zanelato, S.N. Monteiro, D. Cecchin, L.F. Amaral, Mortars with Pineapple Fibers for Use in Structural Reinforcement, in: 2019: pp. 721–728. https:\u002F\u002Fdoi.org\u002F10.1007\u002F978-3-030-05749-7_72.\nSyed H, Nerella R, Madduru SRC (2020) Role of coconut coir fiber in concrete. Mater Today Proc 27:1104–1110. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.matpr.2020.01.477\nDanso H, Manu D (2020) Influence of coconut fibres and lime on the properties of soil-cement mortar. Case Stud Constr Mater 12:e00316. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cscm.2019.e00316",{"VOID":2298},"10.1007\u002Fs41062-021-00551-8","2024-05-06T02:43:22.829+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs41062-021-00551-8",[2302,2319,2332,2355,2370,2392],{"id":2303,"sortIndex":21,"researcher":20,"roles":2304,"affiliations":2305,"properties":2314,"displayName":2316,"givenName":20,"familyName":20},"a445b69f-48ce-42ed-853e-91eacb8a361f",[152],[2306],{"id":2307,"sortIndex":21,"affiliation":2308,"properties":20},"c5fbcc86-183c-49ba-9c59-b856e6ebf1b3",{"id":2307,"createTime":20,"updateTime":20,"relativeEntities":2309,"slug":20,"properties":2310,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2313,"statistic":20},[],{"title":2311},{"VI":2312},"Advanced Materials Laboratory - LAMAV, State University of the Northen Rio de Janeiro - UENF, Campos dos Goytacazes, Brazil",[],{"title":2315,"gsAuthor":2317},{"VI":2316},"Markssuel Teixeira Marvila",{"VOID":2318},"[\"o-_UuwsAAAAJ\"]",{"id":2320,"sortIndex":113,"researcher":20,"roles":2321,"affiliations":2322,"properties":2329,"displayName":2331,"givenName":20,"familyName":20},"0eea77b9-215c-4298-a7a6-834c7dd3cccd",[152],[2323],{"id":2307,"sortIndex":21,"affiliation":2324,"properties":20},{"id":2307,"createTime":20,"updateTime":20,"relativeEntities":2325,"slug":20,"properties":2326,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2328,"statistic":20},[],{"title":2327},{"VI":2312},[],{"title":2330},{"VI":2331},"Higor Azevedo Rocha",{"id":2333,"sortIndex":182,"researcher":20,"roles":2334,"affiliations":2335,"properties":2350,"displayName":2352,"givenName":20,"familyName":20},"780243c8-7463-4032-9094-baf9d4836640",[152],[2336,2342],{"id":2307,"sortIndex":21,"affiliation":2337,"properties":20},{"id":2307,"createTime":20,"updateTime":20,"relativeEntities":2338,"slug":20,"properties":2339,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2341,"statistic":20},[],{"title":2340},{"VI":2312},[],{"id":2343,"sortIndex":113,"affiliation":2344,"properties":20},"0a4dd383-594f-4b61-aaf8-ec2e45adcc47",{"id":2343,"createTime":20,"updateTime":20,"relativeEntities":2345,"slug":20,"properties":2346,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2349,"statistic":20},[],{"title":2347},{"VI":2348},"Department of Agricultural Engineering and Environment – TER, Federal Fluminense University - UFF, Niteroi, Brazil",[],{"title":2351,"gsAuthor":2353},{"VI":2352},"Afonso Rangel Garcez de Azevedo",{"VOID":2354},"[\"0tPtrFcAAAAJ\"]",{"id":2356,"sortIndex":196,"researcher":20,"roles":2357,"affiliations":2358,"properties":2367,"displayName":2369,"givenName":20,"familyName":20},"c29ab036-21c0-48cf-ac56-25f78dec99cf",[152],[2359],{"id":2360,"sortIndex":21,"affiliation":2361,"properties":20},"031d09ab-a45d-49a1-af7e-09849c4f08f5",{"id":2360,"createTime":20,"updateTime":20,"relativeEntities":2362,"slug":20,"properties":2363,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2366,"statistic":20},[],{"title":2364},{"VI":2365},"CCComposites Lab, Universidad de Antioquia (UdeA), Medellín, Colombia",[],{"title":2368},{"VI":2369},"Henry A. Colorado",{"id":2371,"sortIndex":115,"researcher":20,"roles":2372,"affiliations":2373,"properties":2389,"displayName":2391,"givenName":20,"familyName":20},"4a4213ed-8538-490b-9982-17720524d3e5",[152],[2374,2380],{"id":2360,"sortIndex":21,"affiliation":2375,"properties":20},{"id":2360,"createTime":20,"updateTime":20,"relativeEntities":2376,"slug":20,"properties":2377,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2379,"statistic":20},[],{"title":2378},{"VI":2365},[],{"id":2381,"sortIndex":113,"affiliation":2382,"properties":2388},"4f09d67a-61a5-4d13-89e2-1f61ca416d2b",{"id":2381,"createTime":20,"updateTime":20,"relativeEntities":2383,"slug":20,"properties":2384,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2387,"statistic":20},[],{"title":2385},{"VI":2386},"GISI. Institución Universitaria de Envigado (IUE), Envigado, Colombia",[],{},{"title":2390},{"VI":2391},"John F. Zapata",{"id":2393,"sortIndex":114,"researcher":20,"roles":2394,"affiliations":2395,"properties":2402,"displayName":2404,"givenName":20,"familyName":20},"a3f24ef3-4e43-4ecc-8141-7c69a8681511",[152],[2396],{"id":2307,"sortIndex":21,"affiliation":2397,"properties":20},{"id":2307,"createTime":20,"updateTime":20,"relativeEntities":2398,"slug":20,"properties":2399,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2401,"statistic":20},[],{"title":2400},{"VI":2312},[],{"title":2403},{"VI":2404},"Carlos Maurício Fontes Vieira",{"url":2300,"publisher":2406,"properties":2464},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":2407,"slug":10,"properties":2408,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":2412,"manageAffiliations":2433,"indexDatabases":2444,"url":108,"thumbnailPath":20,"statistic":2459,"gsStatistic":20,"type":118,"analyzePriority":20},[],{"issn":2409,"title":2410,"eissn":2411},{"VOID":13},{"EN":15},{"VOID":17},[2413,2417,2421,2425,2429],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":2414,"label":2415,"description":2416,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":2418,"label":2419,"description":2420,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":2422,"label":2423,"description":2424,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":2426,"label":2427,"description":2428,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},{"id":48,"createTime":20,"updateTime":20,"relativeEntities":2430,"label":2431,"description":2432,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":51},{},[2434,2439],{"id":55,"createTime":20,"updateTime":20,"relativeEntities":2435,"slug":20,"properties":2436,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2438,"statistic":20},[],{"title":2437},{"EN":59},[61],{"id":63,"createTime":20,"updateTime":20,"relativeEntities":2440,"slug":20,"properties":2441,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2443,"statistic":20},[],{"title":2442},{"EN":67},[61],[2445,2452],{"id":71,"indexDatabase":2446,"url":82,"indexYears":83,"academicFieldIds":2451,"indexDatabaseRanking":90},{"id":73,"createTime":20,"updateTime":20,"relativeEntities":2447,"label":2448,"description":2449,"key":79,"publicationTags":2450,"standard":20},[],{"EN":76,"VI":76},{"EN":76,"VI":78},[81],[85,86,87,88,89],{"id":92,"indexDatabase":2453,"url":105,"indexYears":20,"academicFieldIds":2458,"indexDatabaseRanking":20},{"id":94,"createTime":20,"updateTime":20,"relativeEntities":2454,"label":2455,"description":2456,"key":101,"publicationTags":2457,"standard":20},[],{"EN":97,"VI":97},{"EN":99,"VI":100},[103,104],[107],{"impactFactor":21,"impactFactorByYear":2460,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":111,"totalPublicationByYear":2461,"totalCitation":21,"totalCitationByYear":2462,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":2463,"hindexLast5Year":21,"hindex":21},{},{"2016":113,"2020":113,"2021":114,"2022":115,"2023":113},{},{},{"pages":2465,"volume":2467},{"VOID":2466},"1-24",{"VOID":555},{"total":21,"publishYear":557,"statisticByYear":2469},{},"2021-07-14","2026-07-14T09:05:15.388+00:00",[90,103]]