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Eng Appl Artif Intell 25:1437–1449\nMousavi SM, Alavi AH, Mollahasani A, Gandomi AH (2011) A hybrid computational approach to formulate soil deformation moduli obtained from PLT. Eng Geol 123:324–332\nAl-Zubaidi RM (2015) A new approach for interpretation strength sensitivity to in pressuremeter testing. Arab J Geosci 33(4):813–832\nCambou B, Boubanga A, Bozetto P, Haghgou M (1990) Determination of constitutive parameters from pressuremeters tests. In: 3rd Symp. pressuremeter and its marine applications, Oxford University, pp 243–352\nCarter JP, Booker JR, Yeung SK (1986) Cavity expansion in frictional cohesive soils. Géotechnique 36(3):349–358\nCudmani R, Osinov VA (2001) The cavity expansion problem for the interpretation of cone penetration and pressuremeter tests. Can Geotech J 38(3):622–638\nFahey M, Carter JP (1993) A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model. Can Geotech J 30(2):348–362\nHsieh YM, Whittle AJ, Yu HS (2002) Interpretation of pressuremeter tests in sand using advanced soil model. ASCE J Geotech Geoenviron Eng 128(3):274–278\nJavadi AA, Rezania M (2009) Applications of artificial intelligence and data mining techniques in soil modelling. Geomech Eng 01:53–74\nLevasseur S (2008) Soil parameter identification using a genetic algorithm. Int J Numer Anal Methods Geomech 32(2):189–213\nLevasseur S, Malecot Y, Boulon M, Flavigny E (2010) Statistical inverse analysis based on genetic algorithm and principal component analysis: applications to excavation problems and pressuremeter tests. Int J Numer Anal Methods Geomech 34:471–491\nLiang RY, Sharo A (2010) Numerical investigation of the pressuremeter results affected by anisotropy of geomaterials. In: GeoFlorida 2010: advances in analysis, modeling & design, pp 1090–1098\nOlivari G, Bahar R (1995) Response of generalized Prager’s model on pressuremeter path. In: Proceedings of the 4th international symposium on pressuremeters, A. A. Balkema, Sherbrooke, Canada, pp 207–213\nShahin MA, Jaksa MB, Maier HR (2008) State of the art of artificial neural networks in geotechnical engineering. Electron J Geotech Eng 8:1–26\nYu HS, Houlsby GT (1991) Finite cavity expansion in dilatant soils: loading analysis. Géotechnique 41(2):173–183\nYu HS, Houlsby GT (1995) A large strain analytical solution for cavity contraction in dilatant soils. Int J Numer Anal Methods Geomech 19(11):793–811\nZanier F (1985) Analyse numérique de l’essai pressiométrique par la méthode des éléments finis-Application au cas des sols cohérents. Thèse de Docteur-Ingénieur, Ecole Centrale de Lyon, France\nZhang Y, Gallipoli D, Augarde CE (2009) Simulation-based calibration of geotechnical parameters using parallel hybrid moving boundary particle swarm optimization. Comput Geotech 36:604–615\nZhang Y, Gallipoli D, Augarde C (2013) Parameter identification for elasto-plastic modelling of unsaturated soils from pressuremeter tests by parallel modified particle swarm optimization. Comput Geotech 48:293–303\nAbed Y, Bahar R (2010) Pressuremeter identification procedure based on generalised Prager model. Medwell J Eng Appl Sci 5(2):50–55\nAbed Y, Bahar R, Dupla J-C, Amar Bouzid DJ (2014) Identification of granular soils strength and stiffness parameters by matching finite element results to PMT data. Int J Comput Methods 2(2):231–253\nNelder J, Mead R (1965) A simplex method for function minimization. Comput J 7(4):308–313\nBoubanga A (1990) Identification de paramètres de comportement des sols à partir de l’essai préssiométrique. Thèse de Doctorat, Ecole Centrale de Lyon, France\nBahar R, Abed Y, Olivari G (1999) Theoretical analysis of the behavior of clays around pressuremter. In: Proc. 12th Regional Conf. Africa on Soil Mech. Geotech. Eng., Durban, South Africa, pp 135–141\nDrucker DC, Prager W (1952) Soil mechanics and plastic analysis on limit design. J Appl Math 10:157–165\nChen WF, Mizuno E (1990) Non linear analysis in soil mechanics, theory and implementation. Elsevier, Amesterdam\nClarke BG (1995) Pressuremeters in geotechnical design. Blackie Academic and Professional, London\nAbed Y, Amar Bouzid DJ, Bahar R, Toumi I (2016) Parameters identification of granular soils around PMT tests by inverse analysis. In: Advances in civil, environmental, and materials research world congress (ACEM 16). Jeju island, Korea, August 28–Septembre 1, 2016\nSigismond J, Dupas JM, Lefebvre A (1983) La craie à Nogent-sur-Seine. Rev Fr Géotech 23:5–17",{"EN":156},"",{"EN":158},"The soil parameters identification procedure is usually a trade-off between sophisticated soil model behaviour and the large number of parameters to identify. Such procedure that can accomplish both of these objectives is highly desirable, but also difficult. This paper presents a methodology for identifying soil parameters that takes into account different constitutive equations. For identifying the generalized Prager model parameters, associated to the Drucker and Prager failure criterion, using an in-situ pressuremeter curve, we have proposed a procedure that is based on an approach of inverse analysis. This approach involves the minimizing the function representing the area between the experimental curve and the simulated curve, obtained by fit in the model along the in-situ loading path. A comparative study between two optimization processes is proposed. The first is based on the technique of the simplex by Nelder and Mead, while the second is based on the decomposition of the pressuremeter curve in three distinct areas. After a brief description of an existing computer program called Press-Sim, which has been written in Fortran for analyzing a cavity expansion using the finite element method, a short explanation is given about the two optimization procedures considered in this article. Then, for a chosen site where soil strength parameters are measured, the comparative study has been performed for both methods at four different depths. For the determination of the angle of friction, the two procedures yield very close values and are in a good agreement with that given by the triaxial test, while for the cohesion, they both diverge from each other on both sides of the value measured by the trial test.",{"EN":160},"An optimization procedure for the soil behavior identification using pressuremeter results",{"VOID":162},"10.1186\u002Fs40703-021-00160-5","PUBLICATION","VERIFIED","Auto Verify","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-021-00160-5",[168],{"id":169,"sortIndex":21,"researcher":20,"roles":170,"affiliations":172,"properties":182},"1e0639cf-72d3-4bdc-b68f-ba19a982a218",[171],"AUTHOR",[173],{"id":20,"sortIndex":21,"affiliation":174,"properties":20},{"id":175,"createTime":176,"updateTime":176,"relativeEntities":177,"slug":178,"properties":179,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"dd6de053-8dc9-4a83-9056-9bd95785b704","2024-04-07T02:46:50.674+00:00",[],"Department-of-Civil-Engineering-Faculty-of-Technology-University-of-Blida1-Blida-Algeria",{"title":180},{"VI":181},"Department of Civil Engineering, Faculty of Technology, University of Blida1, Blida, Algeria",{"title":183},{"VI":184},"Younes Abed","ARTICLE",{"url":20,"publisher":187,"properties":20},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":188,"slug":10,"properties":189,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":193,"manageAffiliations":194,"indexDatabases":195,"url":20,"thumbnailPath":20,"statistic":210,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":190,"eissn":191,"title":192},{"VOID":13},{"VOID":15},{"EN":17},[],[],[196,203],{"id":74,"indexDatabase":197,"url":87,"indexYears":88,"academicFieldIds":202,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":198,"label":199,"description":200,"key":84,"publicationTags":201,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":204,"url":110,"indexYears":20,"academicFieldIds":209,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":205,"label":206,"description":207,"key":106,"publicationTags":208,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":211,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":212,"totalCitation":126,"totalCitationByYear":213,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":214,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},"2021-11-22",2021,false,{"id":219,"createTime":220,"updateTime":221,"relativeEntities":222,"slug":223,"properties":224,"entityType":163,"verifyStatus":164,"verifyTime":221,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":233,"fullTextUrl":20,"authors":234,"publicationType":185,"publisherRelationship":274,"citationCount":20,"citationInfo":20,"publishDate":308,"publishYear":309,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"9b443e81-59c5-4526-8d08-0e483a7441de","2024-01-30T20:45:51.019+00:00","2024-12-21T23:54:16.769+00:00",[],"Seepage-investigations-of-heterogeneous-soils-beneath-some-buildings-using-geophysical-approaches-example-from-southwestern-Nigeria",{"references":225,"abstract":227,"title":229,"doi":231},{"VOID":226},"Akinrinade JO, Adesina RB (2016) Hydrogeophysical investigation of groundwater potential and aquifer vulnerability prediction in basement complex terrain—a case study from Akure. De Gruyter Open, Southwestern Nigeria. https:\u002F\u002Fdoi.org\u002F10.1515\u002Frmzmag-2016-0005\nBuzzi O, Fityus S, Sloan SW (2010) Use of expanding polyurethane resin to remediate expansive soil foundations. Can Geotech J 47:623–634\nConyers LB, Goodman D (1997) Ground Penetrating Radar for Archaeology. Walnut Creek, California\nCosenza P, Marmet E, Rejiba F, Jun Cui Y, Tabbagh A, Charlery Y (2006) Correlations between geotechnical and electrical data: a case study at Garchy in France. J Appl Geophys 60:165–178\nDavis JL, Annan AP (1989) Ground penetrating radar for high resolution mapping of soil and rock stratigraphy. Geophys Prospect 37(5):531–551\nForte E, Dossi M, Pipan M, Colucci RR (2014) Velocity analysis from common offset GPR data inversion: theory and application to synthetic and real data. Geophys J Int 2014(197):1471–1483. https:\u002F\u002Fdoi.org\u002F10.1093\u002Fgji\u002Fggu103\nFreeland RS, Odhiambo LO (2007) Subsurface characterization using textural features extracted from GPR data. Trans ASABE 50(1):287–293\nGiannakis I, Giannopoulos A, Warren C (2016) A realistic FDTD numerical modeling framework of ground penetrating radar for landmine detection. IEEE J Sel Top Appl Earth Observations Rem Sens 9(1):1–15\nGodio A, Strobbia C, De Bacco G (2006) Geophysical characterization of a rockslide in an alpine region. Eng Geol 83:273–286\nGonzalez-Huici, M. A. 2012. A strategy for landmine detection and recognition using simulated GPR responses. In: Proceedings 14th Conference on Ground Penetrating Radar, Shanghai\nJuanah ME, Ibrahim S, Sulaiman W, Latif P (2012) Groundwater resources assessment using integrated geophysical techniques in the southwestern region of Peninsular Malaysia. Arab J Geosci 1:1–16\nKazunori T, Jan I, Holger P, Seiichiro K (2012) Basics and application of ground penetrating radar as a tool for monitoring irrigation process, problems, perspectives and challenges of agricultural water management, Dr. Manish Kumar (Ed.), ISBN: 978-953-51-0117-8, InTech\nKhatri R, Shrivastava VK, Chandak R (2011) Correlation between vertical electric sounding and conventional methods of geotechnical site investigation. Int J Adv Eng Sci Technol 4:042–053\nLiu C, Evett JB (2008) Soils and foundation. Pearson International, Singapore\nMallent D, Toride N, Tseng P-H (1997) Numerical simulation of chemical transport in a physically heterogeneous soil profile. In: International conference on contaminated sediments, Rotterdam, The Netherlands, 7–11 September\nMcLean AC, Gribble LO (1979) Geology for engineers. George Allen & Unwin\nMoysey S, Knight RJ, Jol HM (2006) Texture-based classification of ground penetrating radar images. Geophysics, Vol. 71, No. 6 (November–December 2006); P. K111–K118, 9 Figs. https:\u002F\u002Fdoi.org\u002F10.1190\u002F1.2356114\nNeal A (2004) Ground-penetrating radar and its use in sedimentology: principles, problems and progress. Earth-Sci Rev 66:261–330\nObaje NG (2009) Geology and mineral resources of nigeria. Springer, New York, p 117\nOnishi K, Rokugawa S, Katoh Y (2004) Estimation of saline regions using ground penetrating radar. In: Proceeding of 10th international conference on ground penetrating radar, Delft, The Netherlands, 21–24 June 2004, pp 509–512\nOwen R, Gwavava O, Gwaze P (2006) Multi-electrode resistivity survey for groundwater exploration in the Harare greenstone belt, Zimbabwe. Hydrogeol J 14:244–252\nOyinloye, A. O. 2011. Geology and Geotectonic Setting of the Basement Complex Rocks in South Western Nigeria: Implications on Provenance and Evolution, Earth and Environmental Sciences, Dr. Imran Ahmad Dar (Ed.), ISBN: 978-953-307-468-9, InTech, http:\u002F\u002Fwww.intechopen.com\u002Fbooks\u002Fearthand-environmental-sciences\u002Fgeology-and-geotectonic-setting-of-the-basement-complex-rocks-in-southwestern-nigeria-implications\nOzegin KO, Adetoyinbo AA, Jegede SI, Ogunseye TT (2016) Troubled roads: application of surface geophysics to highway failures of the sedimentary terrain (Iruekpen-Ifon Road) of Edo State, Nigeria. Acad J Int J Phys Sci 11(22):296–305. https:\u002F\u002Fdoi.org\u002F10.5897\u002FIJPS2016.4546\nSikaFix construction manual, 2015. Waterproofing ground consolidation, stabilization and waterstopping in tunneling & mining. SIKA SERVICES AG, Zürich, Switzerland. http:\u002F\u002Fwww.sika.com\nTijani M, Crane E, Upton K, Dochartaigh BÉ, Bellwood-Howard I (2018) Africa groundwater atlas: hydrogeology of Nigeria. British Geological Survey. http:\u002F\u002Fearthwise.bgs.ac.uk\u002Findex.php\u002FHydrogeology_of_Nigeria. Accessed 5 July 2019\nTosti F, Benedetto A (2012) Pavement pumping prediction using ground penetrating radar. Procedia Soc Beh Sci 53:1045–1054. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.sbspro.2012.09.954\nvan den Bosch I (2006) Accurate modelling of ground penetrating radar for detection and signature extracting of mine-like targets buried in stratified media. Ph.D. thesis, University Catholique de Louvain and Royal Military Academy, Belgium\nVander Velpen BPA (2004) WIN RESIST™: An Electrical resistivity inversion program\nWarren C, Giannopoulos A (2016) Characterisation of a ground penetrating radar antenna in lossless homogeneous and lossy heterogeneous environments. Sign Process 132:221–226. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.sigpro.2016.04.010\nWarren C, Giannopoulos A, Giannakis I (2016) gprMax: open source software to simulate electromagnetic wave propagation for Ground Penetrating Radar. Comput Phys Commun 209:163–170. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.cpc.2016.08.020\nYusuf GA, Akinrinade OJ, Ojo JS (2015) An engineering site characterization using geophysical methods: a case study from Akure, southwestern Nigeria. J Earth Sci Geotech Eng 5(4):57–77",{"EN":228},"Buildings along the flood plain of River Osun, southwest Nigeria, are usually thought of as been a safe haven for residence over the years. But in recent times with vast (increasing) population and growing urbanization, some of the buildings currently experience structural damages not related to constructional designs but rather ground conditions around building foundations. The ground conditions (seepages in this case) and how it influences properties of soils (water moisture, permeability etc.) to support the foundation of buildings. This paper attempts to map out seepages in heterogeneous soils around buildings in Erinle, southwest Nigeria where building cracks probably as a result of water seepages from subsurface through fissures and fractures where noticed. These cracks are a probable manifestation of a weakened foundation that could overtime result to a collapse, hence the need to investigate seepage prone zones. To achieve this, electrical resistivity (ER) and Electromagnetic Ground Penetrating Radar (EM-GPR) surveys were made along affected buildings to map out possible causes of deterioration. Geo-sections (analyzed ER data) shows high resistivity layer (topsoil) underlain by low resistivity layer (weathered basement) confirmed by planer reflections (topsoil) and fairly smooth to smooth reflections (weathered basement) in Radargrams (analyzed GPR data). An integration of the geo-section and radargram produced from ER and GPR data shows that buildings along traverses 1, 2, 3 and 5 is most prone to seepages especially as it exhibits very low anomalously resistivity values (\u003C 25 Ωm) but this is not the case for buildings along traverses 4, 6, 7 and 8.",{"EN":230},"Seepage investigations of heterogeneous soils beneath some buildings using geophysical approaches: example from southwestern Nigeria",{"VOID":232},"10.1186\u002Fs40703-019-0107-5","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-019-0107-5",[235,250,262],{"id":236,"sortIndex":118,"researcher":20,"roles":237,"affiliations":238,"properties":247},"d0c45a7a-daa6-4954-97ec-a949d6c4b055",[171],[239],{"id":20,"sortIndex":21,"affiliation":240,"properties":20},{"id":241,"createTime":242,"updateTime":242,"relativeEntities":243,"slug":20,"properties":244,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"1247b9c5-c471-4c0a-9924-a9ae2e9eba99","2024-01-21T20:42:12.045+00:00",[],{"title":245},{"VI":246},"Obafemi Awolowo University, Ife, Nigeria",{"title":248},{"VI":249},"Adekunle Abraham Adepelumi",{"id":251,"sortIndex":119,"researcher":20,"roles":252,"affiliations":253,"properties":259},"af304d95-8eb7-4bd0-9be5-fef833f33813",[171],[254],{"id":20,"sortIndex":21,"affiliation":255,"properties":20},{"id":241,"createTime":242,"updateTime":242,"relativeEntities":256,"slug":20,"properties":257,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":258},{"VI":246},{"title":260},{"VI":261},"Abayomi Gaius Osotuyi",{"id":263,"sortIndex":21,"researcher":20,"roles":264,"affiliations":265,"properties":271},"212eca26-4c00-4233-b5e0-41b41ad492d6",[171],[266],{"id":20,"sortIndex":21,"affiliation":267,"properties":20},{"id":241,"createTime":242,"updateTime":242,"relativeEntities":268,"slug":20,"properties":269,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":270},{"VI":246},{"title":272},{"VI":273},"Adebayo Olayinka Salako",{"url":233,"publisher":275,"properties":303},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":276,"slug":10,"properties":277,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":281,"manageAffiliations":282,"indexDatabases":283,"url":20,"thumbnailPath":20,"statistic":298,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":278,"eissn":279,"title":280},{"VOID":13},{"VOID":15},{"EN":17},[],[],[284,291],{"id":74,"indexDatabase":285,"url":87,"indexYears":88,"academicFieldIds":290,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":286,"label":287,"description":288,"key":84,"publicationTags":289,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":292,"url":110,"indexYears":20,"academicFieldIds":297,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":293,"label":294,"description":295,"key":106,"publicationTags":296,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":299,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":300,"totalCitation":126,"totalCitationByYear":301,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":302,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":304,"pages":306},{"VOID":305},"10",{"VOID":307},"1-20","2019-11-21",2019,{"id":311,"createTime":312,"updateTime":313,"relativeEntities":314,"slug":315,"properties":316,"entityType":163,"verifyStatus":164,"verifyTime":313,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":325,"fullTextUrl":20,"authors":326,"publicationType":185,"publisherRelationship":354,"citationCount":20,"citationInfo":20,"publishDate":388,"publishYear":389,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"15de5af9-0bc1-4236-931e-8d9c3b1be449","2023-12-12T12:27:41.205+00:00","2024-12-31T23:51:01.041+00:00",[],"Strength-characteristics-of-genetically-different-rice-and-coconut-husk-ash-compacted-shales",{"references":317,"abstract":319,"title":321,"doi":323},{"VOID":318},"Abeyeskera, RA, Lovell, CW, & Wood, LE. (1978). Stress deformation and strength characteristics of a compacted shale clay fills (pp. 1–14). London: Institution of Civil Engineers.\nAgbede, IO, & Joel, M. (2011). Effect of carbide waste on the properties of Makurdi shale and burnt bricks made from the admixtures. American Journal of Scientific and Industrial Research, 2(4), 670–673.\nAkawwi, E, & Al-Kharabsheh, A. (2002). Lime stabilization effects on geotechnical properties of expansive soils in Amman, Jordan. http:\u002F\u002Fejge.com\u002F2000\u002FPpr0020\u002FAbs0020.htm. (Accessed 18 December 2013).\nAmu, OO, Oguniyi, SA, & Oladeji, OO. (2011a). Geotechnical properties of lateritic soil stabilized with sugarcane straw. Ash American Journal of Scientific and Industrial Research, 2(2), 323–331.\nAmu, OO, Ogunjobi, OA, & Okhuemoi, AI. (2012). Effects of forage ash on some geotechnical properties of lime stabilized lateritic soils for road works. International Journal of Engineering and Technology, 2(4), 592–598.\nAmu, OO, Owokade, OS, & Shitan, OI. (2011b). Potentials of coconut shell and husk ash on the geotechnical properties of lateritic soil for road works. International Journal of Engineering and Technology, 3(2), 87–94.\nAnderson, WH. (2008). Foundation problems and pyrite oxidation in the Chattanooga Shale, Estill County, Kentucky. Report of Investigations 18, Series XII, p.21.\nArora, KR. (2008). Soil mechanics and foundation engineering. Delhi: Standard Publishers Distributors.\nASTM C618-78. (1978). Specification for fly ash and raw or calcium natural pozzolana for use as a mineral admixture in Portland cement concrete.\nBagheri, Y, Ahmad, F, & Ismail, MM. (2014). Strength and mechanical behavior of soil–cement–lime–rice husk ash (soil–CLR) mixture. Materials and Structures, 47, 55–66. doi:10.1617\u002Fs11527-013-0044-2.\nBasha, EA, Hashim, R, Mahmud, HB, & Muntohar, AS. (2005). Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 19(6), 448–453.\nBoateng, AA, & Skeete, DA. (1990). Incineration of rice hull for use as a supplementary cementing material. The Guyana experience. Cement and Concrete Research, 20, 795–802.\nBrooks, RM. (2009). Soil stabilization with flyash and rice husk ash. International Journal of Research and Reviews in Applied Sciences, 1(3), 209–217.\nBSI 1377. (1990). Methods of testing soils for civil engineering purposes. London: Bristish Standards Institution.\nChapman, HD. (1965). Cation exchange capacity in methods of soil analysis (pp. 891–901). Madison: American society of Soil Agronomy, C.A. Black et al., Eds.\nCoduto, DP. (1999). Geotechnical engineering, principles and practices. New Jersey: Prentice-Hall.\nDas, BM. (2000). Fundamental of geotechnical engineering (4th ed.). USA: Thomson Learning.\nDella, VP, Ku¨hn, I, & Hotza, D. (2002). Rice husk ash as an alternate source for active silica production. Materials Letters, 57, 818–821.\nEberemu, AO. (2011). Consolidation properties of compacted lateritic soil treated with rice husk ash. Geomaterials, 1, 70–78. doi:10.4236\u002Fgm.2011.13011.\nEberemu, AO, Amadi, AA, & Sule, J. (2011). Desiccation effect on compacted tropical clay treated with rice husk ash. In J Han & DE Alzamora (Eds.), Advances in geotechnical engineering (pp. 1192–1201). Opelika: Geotechnical Special Publication.\nEl-Sohby, MA, Shook, MA, & Elleboudy, AM. (1987). Swelling and shear strength characteristics of Mokattan shale (Proc. 9th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Lagos, Nigeria, 15–18 September 1987, Vol. 1, pp. 143–6). Rotterdam: A. A. Balkema.\nEzeribe, IE. (1994). The characterization of some Nigeria shales relative to their engineering uses. Nsukka: Dissertation, University of Nigeria.\nFaisal, HA, Aminuddin, A, & Chew, KC. (1992). Use of rice husk ash to enhance lime treatment of soil. Canadian Geotechnical Journal, 29, 843–852.\nFattah, MY, Rahil, FH, & Al-Soudany, KYH. (2013). Improvement of clayey soil characteristics using rice husk ash. Journal of Civil Engineering and Urbanism, 3(1), 12–18.\nFederal Ministry of Works and Housing. (1997). Nigerian general specification for roads and bridges, Revised Edition, 2 (pp. 137–275).\nGamble, JC. (1971). Durability – plasticity classification of shales and other argillaceous rocks. Champaign: Dissertation, University of Illinois at Urbana.\nGovindarao, VMH. (1980). Utilization of rice husk — a preliminary analysis. Journal of Scientific and Industrial Research, 39, 495–515.\nHoltz, RD, & Kovacs, WD. (1982). Introduction to geotechnical engineering. New Jersey: Prentice-Hall.\nHughes, PN, & Glendinning, S. (2005). Development of a soil mixing binder using waste materials. In 1st International Conference on Engineering for Waste Treatment: Beneficial Use of Waste and By-Products (WasteEng 2005), Albi, France.\nIorliam, AY, Agbede, IO, & Joel, M. (2012a). Effect of cement kiln dust (CKD) on some geotechnical properties of black cotton soil (BCS). Electronic Journal of Geotechnical Engineering, 17(H), 967–77.\nIorliam, AY, Agbede, IO, & Joel, M. (2012b). Effect of bamboo leaf ash on cement stabilization of Makurdi shale for use as flexible pavement construction material. American Journal of Scientific and Industrial Research, 3(3), 166–74.\nIorliam, AY, Okwu, P, & Ukya, TJ. (2013). Geotechnical properties of Makurdi shale treated with bamboo leaf ash. AU Journal of Technology, 16(3), 174–180.\nJoel, M, & Agbede, IO. (2008). Effect of lime on some geotechnical properties of Igumale shale. Electronic Journal of Geotechnical Engineering, 13(A), 1–12.\nKrishnarao, RV, Subrahmanyam, J, & Kumar, TJ. (2001). Studies on the formation of black particles in rice husk silica ash. Journal of the European Ceramic Society, 21(1), 99–104.\nLees, G, Abdelkater, MO, & Hamdani, SK. (1982). Effect of the clay fraction on some mechanical properties of lime-soil mixtures. The Highway Engineer, 29(11), 2–9.\nLittle, DN, Males, EH, Prusinski, JR, & Stewart, B. (2009). Cementitious stabilization. http:\u002F\u002Fgulliver.trb.org\u002Fpublications\u002Fmillennium\u002F00016.pdf. (Accessed 14 October 2013).\nMadjo, EK, & Riskowiski, G. (2004). A procedure for processing mixtures of soil, cement, and sugar cane bagasse. Agricultural Engineering International. The Journal of Scientific Research and Development Manuscript BC 990, 111, 1–5.\nMalhotra, VM, & Mehta, PK. (2004). Pozolanic and cementitious materials. London: Taylor & Francis.\nMehta, PK. (1977). Properties of blended cements made from rice husk ash. ACI Journal Proceedings, 74(9), 440–442.\nMitchell, JK. (1986). Practical problems from surprising soil behavior. Journal of Geotechnical Engineering, 112(3), 255–289.\nMohamedzein, A, Yahia, E, Amer, AA, Mohammed, YA, Ahmed, Q, & Abdul-Hamid, A. (2005). Assessment of crushed shales for use as compacted landfill liners. Engineering Geology, 80, 271–281.\nNagaraj, TS. (1964). Discussion on Soil-lime research at Iowa State University. ASCE Journal of the soil mechanics and foundations division, Iowa State University, 90(SM6), 225–226.\nNagrale, SD, Hajare, H, & Modak, PR. (2012). Utilization of rice husk ash. International Journal of Engineering Research and Applications, 2(4), 001–005.\nNakoo, Y. (1999). Rice: post harvest technology. Tokyo: ACE Corporation.\nNandi, A, Liutkus, CM, & Whitelaw, MJ. (2009). Geotechnical characterization of Sevier and Rome shale, East Tennessee (Proceedings of the 43rd U.S. Rock Mechanics Symposium and 4th U.S. –Canada Rock Mechanics Symposium Special Volume, 1–8).\nNottidge, D.O., Balogun, R.B., Njoku, N.R. (2009). Effect of rice-husk ash on exchange acidity, growth and yield of groundnut (Arachis hypogaea l.) in an acid ultisol. Global Journal of Agricultural Sciences, 8(1). http:\u002F\u002Fdx.doi.org\u002F10.4314%2Fgjass.v8i1.48514.\nObasi, NI, & Anyaegbunam, AJ. (2005). Correlation of the undrained shear strength and plasticity index of tropical clays. Nigerian Journal of Technology, 24(2), 1–11.\nOkafor, FO, & Okonkwo, UN. (2009). Effect of rice husk ash on some geotechnical properties of lateritic soil. Leonardo Electronic Journal of Practices and Technologies, 15, 67–74.\nOkogbue, CO, & Aghamelu, OP. (2010). Comparison of the geotechnical properties of crushed shales from Southeastern Nigeria. Bulletin of Engineering Geology and the Environment, 69(4), 587–597.\nOla, SA. (1978). Geotechnical properties and behaviour of some stabilized Nigerian lateritic soils. Quarterly Journal of Engineering Geology and Hydrogeology, 11(2), 145–60.\nOlarewaju, AJ, Balogun, MO, & Akinlolu, SO. (2011). Suitability of eggshell stabilized lateritic soil as subgrade material for road construction. Electronic Journal of Geotechnical Engineering, 16(H), 899–908.\nOriola, F, & Moses, G. (2010). Groundnut shell ash stabilization of black cotton soil. Electronic Journal of Geotechnical Engineering, 15, 415–428.\nOsinubi, KJ. (1999). Evaluation of admixture stabilization of Nigeria black cotton soil. Nigeria Society of Engineers Technical Transactions, 34(3), 88–96.\nOsula, DOA. (1991). Lime modification of problem laterite. Engineering Geology, 30, 141–149.\nOyetola, EB, & Abdullahi, M. (2006). The use of rice husk ash in low - cost sandcrete block production. Leonardo Electronic Journal of Practices and Technologies, 8, 58–70.\nPunmia, BC, Jain, AK, & Jain, AK. (2005). Soil mechanics and foundations (16th ed.). New Delhi: Laxmi.\nRahman, MA. (1987). Effects of cement-rice husk ash mixtures on geotechnical properties of lateritic soils. Soils and Foundations, 27(2), 61–65.\nRamezanianpour, AA, Mahdi-khani, M, & Ahmadibeni, G. (2009). The effect of rice husk ash on mechanical properties and durability of sustainable concretes. International Journal of Civil Engineering, 7(2), 83–91.\nReidenouer, DR. (1970). Shale suitability. Phase II; Pennsylvania Department of Transportation, Bureau of materials, testing and research. Interim Report, No. 1.\nSariosseiri, F, & Muhunthan, B. (2009). Effect of cement treatment on geotechnical properties of some Washington State soils. Engineering Geology, 104, 119–125.\nTagnithamou, A, Sariccoric, M, & Rivard, P. (2005). Internal deterioration of concrete by the oxidation of pyrrhotitic aggregates. Cement and Concrete Research, 35, 99. doi:10.1016\u002Fj.cemconres.2004.06.030.\nYagiz, S. (2001). Overview of classification and engineering properties of shale for design considerations. In DE Hancher (Ed.), Proceedings of Second Congress on Construction and Materials Issues. American Society of Civil Engineers. Civil Engineering Conference and Expositions 2001 (pp. 156–165).\nZhang, MH, Lastra, R, & Malhotra, VM. (1996). Rice husk ash paste and concrete: some aspects of hydration and the microstructure of the interfacial zone between the aggregate and paste. Cement and Concrete Research, 26(6), 963–977.\nZhang, MH, & Malhotra, VM. (1996). High-performance concrete incorporating rice husk ash as a supplementary cementing material. ACI Materials Journal, 93(6), 629–636.",{"EN":320},"The strength characteristics of two genetically different shales treated with both Rice Husk Ash (RHA) and Coconut Husk Ash (CHA) was evaluated to elucidate responses and effects, examine effectiveness of the additives with a view to ultimately provide economically viable and environmental friendly options for modification and hence stabilization. 2 to 20 % by weight of both RHA and CHA were separately added to Okitipupa (SW) and Enugu (SE) shales with the subsequent determination of Plasticity Index (PI), Maximum Dry Density (MDD), Optimum Moisture Content (OMC), Unconfined Compressive Strength (UCS) and California Bearing Ratio (CBR). RHA and CHA were found to possess pozolanic properties such that their addition to shale in modest amounts (not more than 10 % by weight) has beneficial effect on the strength characteristics.  Addition of RHA produced shales with reduced PI, higher UCS, increased MDD and more pronounced reduction in OMC when compared with the CHA stabilized shales. However in general, addition of 10 % RHA and 6–10 % CHA brought about optimal effect on the geotechnical properties of shales and as such can be regarded as the optimum content. These materials can thus serve as suitable alternatives to modify and stabilize problematic shale and hence help reduce construction costs, environmental hazards and ultimately bring about shales with improved geotechnical properties.",{"EN":322},"Strength characteristics of genetically different rice and coconut husk ash compacted shales",{"VOID":324},"10.1186\u002Fs40703-015-0010-7","http:\u002F\u002Flink.springer.com\u002F10.1186\u002Fs40703-015-0010-7",[327,342],{"id":328,"sortIndex":21,"researcher":20,"roles":329,"affiliations":330,"properties":339},"a7072297-7179-4bb3-a155-ae9e30d25cb5",[171],[331],{"id":20,"sortIndex":21,"affiliation":332,"properties":20},{"id":333,"createTime":334,"updateTime":334,"relativeEntities":335,"slug":20,"properties":336,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"a3abb560-4ac8-4962-b824-e3379cbe2640","2024-02-13T21:49:45.058+00:00",[],{"title":337},{"VI":338},"Department of Geology, Faculty of Science, University of Ibadan, Ibadan, Federal Republic of Nigeria",{"title":340},{"VI":341},"Ibrahim Adewuyi Oyediran",{"id":343,"sortIndex":119,"researcher":20,"roles":344,"affiliations":345,"properties":351},"19f903d4-f93a-4d9f-8f0b-3cb0a183dfa0",[171],[346],{"id":20,"sortIndex":21,"affiliation":347,"properties":20},{"id":333,"createTime":334,"updateTime":334,"relativeEntities":348,"slug":20,"properties":349,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":350},{"VI":338},{"title":352},{"VI":353},"Oluwafemi Festus Fadamoro",{"url":325,"publisher":355,"properties":383},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":356,"slug":10,"properties":357,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":361,"manageAffiliations":362,"indexDatabases":363,"url":20,"thumbnailPath":20,"statistic":378,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":358,"eissn":359,"title":360},{"VOID":13},{"VOID":15},{"EN":17},[],[],[364,371],{"id":74,"indexDatabase":365,"url":87,"indexYears":88,"academicFieldIds":370,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":366,"label":367,"description":368,"key":84,"publicationTags":369,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":372,"url":110,"indexYears":20,"academicFieldIds":377,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":373,"label":374,"description":375,"key":106,"publicationTags":376,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":379,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":380,"totalCitation":126,"totalCitationByYear":381,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":382,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":384,"pages":386},{"VOID":385},"6",{"VOID":387},"1-14","2015-09-10",2015,{"id":391,"createTime":392,"updateTime":393,"relativeEntities":394,"slug":395,"properties":396,"entityType":163,"verifyStatus":164,"verifyTime":393,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":405,"fullTextUrl":20,"authors":406,"publicationType":185,"publisherRelationship":435,"citationCount":20,"citationInfo":20,"publishDate":469,"publishYear":470,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"eecd88c1-10f8-4621-b113-a2d8f8f1701c","2024-01-21T09:52:37.659+00:00","2025-02-19T23:10:08.512+00:00",[],"Evaluation-of-adding-crushed-glass-to-different-combinations-of-cement-stabilized-sand",{"references":397,"abstract":399,"title":401,"doi":403},{"VOID":398},"Tam VWY, Tam CM (2006) A review on the viable technology for construction waste recycling. J Resour Conserv Recycl 47(3):209–221\nArulrajah A, Piratheepan J, Aatheesan T, Bo MW (2011) Geotechnical properties of recycled crushed brick in pavement applications. J Mater Civ Eng 23(10):1444–1452\nArabani M, Sharafi H, Habibi MR, Haghshenas E (2012) Laboratory evaluation of cement stabilized crushed glass–sand blends. Electron J Geotech Eng 17:1777–1792\nAustroads (2009) Guide to pavement technology. Recycle Mater. Part 4E. Publication No. AGPT04E\u002F09, New South Wales\nWartman J, Grubb DG, Nasim ASM (2004) Select engineering characteristics of crushed glass. J Mater Civ Eng 16(6):526–535\nYounus Ali MM, Newman G, Arulrajah A, Disfani MM (2011) Application of recycled glass-crushed rock blends in road pavements. Aust Geomech 46(1):113–122\nLandris TL, Lee Jr (2007) Recycled glass and dredged materials. US Army Corps Eng Eng Res Dev Cent report no. ERDC TNDOER T8 Mississippi\nDupas J, Pecker A (1979) Static and dynamic properties of sand–cement. J Geotech Eng 105(3):419–436\nKukko H (2000) Stabilization of clay with inorganic by-products. J Mater Civ Eng 12(4):307–309\nWartman J, Grubb DG, Strenk P (2004) Engineering properties of crushed glass soil blends. In: Yegian MK, Kavazanjian E (eds) Geotechnical engineering for transportation projects. pp 732–739\nGrubb DG, Davis A, Sands SC, Carnivale M, Wartman J, Gallagher PM, Yigang L (2006) Laboratory evaluation of crushed glass–dredged material blends. J Geotech Geoenviron Eng 132(5):562–576\nJafarian Y, Ghorbani A, Salamatpoor S, Salamatpoor S (2013) Monotonic triaxial experiments to evaluate steady-state and liquefaction susceptibility of Babolsar sand. J Zhejiang Univ SCIENCE (A) 4(10):739–750\nSalamatpoor S, Salamatpoor S (2014) Evaluation of Babolsar sand behaviour by using static triaxial tests and comparison with case history. Open J Civ Eng 4:181–197\nAmerican society for testing and materials (ASTM) (2000) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698-00\nAmerican society for testing and materials (ASTM) (2004) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080-04\nDisfani MM, Arulrajah A, Bo MW, Hankour R (2011) Recycled crushed glass in road work applications. Waste Manag 31:2341–2351\nBSI (1990) Methods of test for soils for civil engineering purposes. Shear strength tests (total stress), part 7. British Standards Institution, pp 1377–1387\nAmerican society for testing and materials (ASTM) (2006) Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166-06\nLade PV, Duncan JM (1973) Cubical triaxial tests on cohesionless soil. J Soil Mech Found Div 99:793–812\nCosentino PJ, Kalajian E, Shieh CS, Heck HH (1995) Developing specifications for waste glass and waste-to-energy bottom ash as highway fill materials (waste glass). Florida Institute of Technology Report, Florida Department of Transportation, report no. FL\u002FDOT\u002FRMC\u002F06650-7754",{"EN":400},"One of the methods that can stabilize clean sand type (SP) is blending the waste crushed glass and cement with these sands. In this paper, the laboratory tests are conducted on combination of clean sand, crushed glass, and cement in different condition for soil stabilization. Blends were stabilized by cement with 3, 5 and 10 weight percent of specimens. Different compounds of crushed glass used in this paper consists of 100% SP (poor graded sand) and ratio of glass to sand is in sequence, 10\u002F90, 30\u002F70 and 50\u002F50 (G\u002FS). A series of drained triaxial, direct shear, unconfined compressive strength and standard proctor tests on various combinations of glass and stabilizing sands with cement. The results show that increasing the percentage of crushed glass will reduce the amount wopt samples in connection increases γd,max. It can also unconfined compressive strength (qu). Relative density and strength parameters c and ϕ significantly increase. The minimum value of crushed glass which is improved the sandy soil properties is 10%. Also, by adding 10, 30 and 50% crushed glass to sandy soil which had stabilized 10% cement, the samples shear strength will be increased to 70, 98 and 244%, respectively. Therefore, adding crushed glass to the soil will correct unsuitable soil parameters with respect to ease of implementation, very easy access and reduce operational costs associated with its use in construction work.",{"EN":402},"Evaluation of adding crushed glass to different combinations of cement-stabilized sand",{"VOID":404},"10.1186\u002Fs40703-017-0044-0","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-017-0044-0",[407,423],{"id":408,"sortIndex":119,"researcher":20,"roles":409,"affiliations":410,"properties":420},"03ba5dc6-fbd5-422f-b87b-11f24c4ad6bd",[171],[411],{"id":20,"sortIndex":21,"affiliation":412,"properties":20},{"id":413,"createTime":414,"updateTime":414,"relativeEntities":415,"slug":416,"properties":417,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"3b52fa31-f4d0-438d-873b-34d86a1d320b","2024-04-11T12:22:54.892+00:00",[],"Department-of-Civil-Engineering-Najafabad-Branch-Islamic-Azad-University-Najafabad-Iran",{"title":418},{"EN":419},"Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran",{"title":421},{"VI":422},"Siavash 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of nonplastic silt content on undrained shear strength of sand–silt mixtures",{"VOID":487},"10.1186\u002Fs40703-017-0051-1",[489],"EN","http:\u002F\u002Flink.springer.com\u002F10.1186\u002Fs40703-017-0051-1",[492,512],{"id":493,"sortIndex":119,"researcher":20,"roles":494,"affiliations":495,"properties":505},"15d5b753-d8b0-47c8-9c7a-4bcf2c2d406d",[],[496],{"id":497,"sortIndex":21,"affiliation":498,"properties":20},"7f893638-a2f4-48fa-aeb7-46ccdc1cdddd",{"id":499,"createTime":500,"updateTime":500,"relativeEntities":501,"slug":20,"properties":502,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"109106ee-3493-4658-a607-314572fa90de","2023-12-26T06:25:32.491+00:00",[],{"title":503},{"VI":504},"Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh",{"openalex":506,"orcid":508,"title":510},{"VOID":507},"A5067409164",{"VOID":509},"https:\u002F\u002Forcid.org\u002F0000-0002-5372-8789",{"EN":511},"Md. 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J Geotech Geoenviron Eng 126(12):1184–1193",{"doi":573},"10.1061\u002F(ASCE)1090-0241(2000)126:12(1184)",{"id":20,"text":575,"url":20,"identifiers":576},"Fourie AB, Blight GE, Papageorgiou G (2001) Static liquefaction as a possible explanation for the Merriespruit tailing dam failure. Can Geotech J 38(4):707–719",{"doi":577},"10.1139\u002Ft00-112",{"id":20,"text":579,"url":20,"identifiers":580},"Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng 109(3):458–482",{"doi":581},"10.1061\u002F(ASCE)0733-9410(1983)109:3(458)",{"id":20,"text":583,"url":20,"identifiers":584},"Seed RB, Harder LF (1990) SPT-based analysis of cyclic pore pressure generation and undrained residual strength. Proceedings Seed Memorial Symposium, Bi-Tech Publishers Ltd, pp 351–376",{},{"id":20,"text":586,"url":20,"identifiers":587},"Yamamuro JA, Lade PV (1999) Experiments and modelling of silty sands susceptible to static liquefaction. Mech Cohes-Frict Mater 4(6):545–564",{"doi":588},"10.1002\u002F(SICI)1099-1484(199911)4:6\u003C545::AID-CFM73>3.0.CO;2-O",{"id":20,"text":590,"url":20,"identifiers":591},"Yamamuro JA, Lade PV (1998) Steady-state concepts and static liquefaction of silty sands. J Geotech Geoenviron Eng 124(9):868–877",{"doi":592},"10.1061\u002F(ASCE)1090-0241(1998)124:9(868)",{"id":20,"text":594,"url":20,"identifiers":595},"Robertson PK, Campanella RG (1985) Liquefaction potential of sands using the CPT. J Geotech Eng 111(3):384–403",{"doi":596},"10.1061\u002F(ASCE)0733-9410(1985)111:3(384)",{"id":20,"text":598,"url":20,"identifiers":599},"Seed HB, Tokimatus K, Harder LF, Chung RM (1985) Influence of SPT procedures in soil liquefaction resistance evalutions. J Geotech Eng 111(2):1425–1445",{"doi":600},"10.1061\u002F(ASCE)0733-9410(1985)111:12(1425)",{"id":20,"text":602,"url":20,"identifiers":603},"Pitman TD, Robertson PK, Sego DC (1994) Influence of fines on the collapse of losse sands. Can Geotech J 31:728–739",{"doi":604},"10.1139\u002Ft94-084",{"id":20,"text":606,"url":20,"identifiers":607},"Zlatovic S, Ishihara K (1995) On the influence of nonplastic fines on residul strength. 1st International conference on earthquake geotechnical engineering, Netherlands, pp 239–244",{},{"id":20,"text":609,"url":20,"identifiers":610},"Thevanayagam S, Shenthan T, Mohan S, Liang J (2002) Undrained fragility of clean sands, silty sands and sandy silts. J Geotech Geoenviron Eng 128(10):849–859",{"doi":611},"10.1061\u002F(ASCE)1090-0241(2002)128:10(849)",{"id":20,"text":613,"url":20,"identifiers":614},"Yang S, Lacasse S, Sandven R (2006) Determination of the transitional fines content of mixtures of sand and non-plastic fines. Geotech Test J 29(2):102–107",{},{"id":20,"text":616,"url":20,"identifiers":617},"Sladen JA, D’Hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22(4):564–578",{"doi":618},"10.1139\u002Ft85-076",{"id":20,"text":620,"url":20,"identifiers":621},"Troncose JH, Verdugo R (1985) Silt content and dynamic behavior of tailing sands. 11th International conference on soil mechanics and foundation engineering, California, pp 1311–1314",{},{"id":20,"text":623,"url":20,"identifiers":624},"Chang NY, Yeh ST, Kaufman LP (1982). Liquefaction potential of clean and siltysand. In: Proceedings of 3rd international conference on earthquake microzonation, 2, pp 1017–1032",{},{"id":20,"text":626,"url":20,"identifiers":627},"Kuerbis R, Negussey D, Vaid YP (1998) Effect of gradation and fines on static liquefaction of sands. In: Van Zyl DJA, Vick SG (eds) Hydraulic fill structure. ASCE, New York, pp 330–345",{},{"id":20,"text":629,"url":20,"identifiers":630},"Belkhatir M, Arab A, Della N, Missoum H, Schanz T (2010) Liquefaction resistance of Chlef River silty sand: effect of low plastic fines and other parameters. Acta Polytechnica Hungarica 7(2):119–137",{},{"id":20,"text":632,"url":20,"identifiers":633},"Belkhatir M, Schanz T, Arab A (2013) Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures. Environ Earth Sci 70:2469",{"doi":634},"10.1007\u002Fs12665-013-2289-z",{"id":20,"text":636,"url":20,"identifiers":637},"Dash HK, Sitharam TG (2011) Undrained cyclic and monotonic strength of sand–silt mixtures. Geotech Geol Eng 29:555–570",{"doi":638},"10.1007\u002Fs10706-011-9403-3",{"id":20,"text":640,"url":20,"identifiers":641},"Dash HK, Sitharam TG (2011) Undrained monotonic response of sand-silt mixtures: effective of nonplastic fines. Geomech Geoeng Int J 6(1):47–58",{"doi":642},"10.1080\u002F17486021003706796",{"id":20,"text":644,"url":20,"identifiers":645},"Karim ME, Alam MJ (2014) Effect of non-plastic silt content on the liquefaction behavior of sand–silt mixture. Soil Dyn Earthq Eng 65:142–150",{"doi":646},"10.1016\u002Fj.soildyn.2014.06.010",{"id":20,"text":648,"url":20,"identifiers":649},"Bouferra R, Benseddiq N, Shahrour I (2007) Saturation and preloading effects on the cyclic behavior. Int J Geomech 7(5):396–401",{"doi":650},"10.1061\u002F(ASCE)1532-3641(2007)7:5(396)",{"id":20,"text":652,"url":20,"identifiers":653},"Vaid YP, Chern JC (1983) Effect of static shear on resistance to liquefaction. Soils Found 23(1):47–60",{"doi":654},"10.3208\u002Fsandf1972.23.47",{"id":20,"text":656,"url":20,"identifiers":657},"Finn WD (2000) State-of-the-art of geotechnical earthquake engineering practice. Soil Dyn Earthq Eng 20(1–4):1–15",{"doi":658},"10.1016\u002FS0267-7261(00)00033-6",{"id":20,"text":660,"url":20,"identifiers":661},"Hazirbaba K (2005). Pore pressure generation characteristics of sands and silty sands: a strain approach. Dissertation presented for Ph.D. program to the Faculty of Graduate School at the University of Texas at Austin",{},{"id":20,"text":663,"url":20,"identifiers":664},"Polito CP, Martin JR II (2001) Effects of nonplastic fines on the liquefaction resistance of sands. J Geotech Geoenviron Eng 127(5):408–415",{"doi":665},"10.1061\u002F(ASCE)1090-0241(2001)127:5(408)",{"id":20,"text":667,"url":20,"identifiers":668},"Singh S (1994) liquefaction characteristics of Silt. Geotech Geol Eng 14(1):105–116",{},{"id":20,"text":670,"url":20,"identifiers":671},"Vaid YP (1994) Liquefaction of silty soils. ASCE, Reston, pp 1–16",{},{"id":20,"text":673,"url":20,"identifiers":674},"Georgiannou VN, Hight DW, Burland JB (1991) Undrained behavior of clayey sands in triaxial compression and extension. Soils Found 31(3):17–29",{"doi":675},"10.3208\u002Fsandf1972.31.3_17",{"id":20,"text":677,"url":20,"identifiers":678},"ASTM-4253-02 (2002) Standard test methods for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, ASTM",{},{"id":20,"text":680,"url":20,"identifiers":681},"Lee KL, Fitton JA (1968) Factors affecting the cyclic loading strength of soil. Vibration effects of earthquakes on soils and foundation, SPT 450:71–95",{},{"id":20,"text":683,"url":20,"identifiers":684},"Head KH (1984) Manual of Laboratory Testing, vol 1. Pentech Press, London",{},{"id":20,"text":686,"url":20,"identifiers":687},"Lade PV, Liggio CD, Yamamuro JA (1998) Effects of non-plastic fines on minimum and maximum void ratios of sand. Geotech Test J 21(4):336–347",{"doi":688},"10.1520\u002FGTJ11373J",{"id":20,"text":690,"url":20,"identifiers":691},"Ladd RS (1978) Preparing test specimens using under compaction. Geotech Test J 1(1):16–23",{"doi":692},"10.1520\u002FGTJ10364J",{"id":20,"text":694,"url":20,"identifiers":695},"ASTM-D4767-02 (2002) Standard test method for consolidated undrained triaxial compression test for cohesive soils. West Conshohocken, ASTM",{},{"id":20,"text":697,"url":20,"identifiers":698},"Consoli NC, Johann AD, Gauer EA, Santos VR, Moretto RL, Corte MB (2012) Key parameters for tensile and compressive strength of silt–lime mixtures. Géotech Lett 2(3):81–85",{"doi":699},"10.1680\u002Fgeolett.12.00014",{"id":20,"text":701,"url":20,"identifiers":702},"Fredlund DG, Rahardjo H (2007) Soil mechanics for unsaturated soils. Wiley, New York",{},{"id":20,"text":704,"url":20,"identifiers":705},"Khalili N, Geiser F, Blight GE (2004) Effective stress in unsaturated soils: review with new evidence. Int J Geomech 4(2):115–126",{"doi":706},"10.1061\u002F(ASCE)1532-3641(2004)4:2(115)",{"id":20,"text":708,"url":20,"identifiers":709},"Rahman MM, Lo SR (2014) Undrained behavior of sand-fines mixtures and their state parameter. J Geotech Geoenviron Eng 140(7):1–12",{"doi":710},"10.1061\u002F(ASCE)GT.1943-5606.0001115",{"id":20,"text":712,"url":20,"identifiers":713},"Ishihara K (1996) Soil behaviour in earthquake geotechnics. Oxford Science Publications, Oxford",{},{"id":20,"text":715,"url":20,"identifiers":716},"Yamamuro JA, Lade PV (1997) Static liquefaction of very loose sands. Can Geotech J 34(6):905–917",{"doi":717},"10.1139\u002Ft97-057",{"id":20,"text":719,"url":20,"identifiers":720},"Rees SD (2010) Effect of fines on the undrained behavior of Christchurch sandy soils. University of Canterbury Christchurch, Christchurch",{},{"id":20,"text":722,"url":20,"identifiers":723},"McGeary’s RK (1961) Mechanical packing of spherical particles. J Am Ceram Soc 44(10):513–522",{"doi":724},"10.1111\u002Fj.1151-2916.1961.tb13716.x",{"id":20,"text":726,"url":20,"identifiers":727},"Thevanayagam S (2000) Liquefaction potential and undrained fragility of silty soils. 12WCEE 2000: 12th world conference on earthquake engineering, New Zealand Society for Earthquake Engineering, Auckland, pp 1–8",{},{"id":729,"createTime":730,"updateTime":731,"relativeEntities":732,"slug":733,"properties":734,"entityType":163,"verifyStatus":164,"verifyTime":731,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":743,"fullTextUrl":20,"authors":744,"publicationType":185,"publisherRelationship":787,"citationCount":20,"citationInfo":20,"publishDate":820,"publishYear":470,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"659da1a3-7b26-4958-9583-f161031e9919","2024-01-04T13:19:20.576+00:00","2025-01-04T22:59:59.715+00:00",[],"Monitoring-and-evaluating-of-slope-stability-for-setting-out-of-critical-limit-at-slope-stability-radar",{"references":735,"abstract":737,"title":739,"doi":741},{"VOID":736},"Harries NJ, Robert H (2007) The use of slope stability radar (SSR) In: Managing slope instability hazards in American rock mechanics association at 1st Canada–US rock mechanics symposium, 27–31 May, Vancouver, Canada\nSong W, Yongguo Z, Xiaoxu G, Xioning L (2011) Slope landscape classification and application security in the special section of western. In: 2011 International conference on environmental science and engineering at procedia environmental sciences 12 (2012), pp 146–151\nAlejano LR, Pons B, Bastante FG, Alonso E, Stockhausen HW (2007) Slope geometry design as a means for controlling rockfalls in quarries. Int J Rock Mech Mining Sci 44:903–921\nHaines A, Terbrugge PJ (1991) Preliminary estimation of rock slope stability using rock mass classification systems. In: Balkema AA, Proceedings of the 7th international congress international society rock mechanics, Aachen, vol 2. Rotterdam, pp 887–892\nHoek E, Bray JW (1981) rock slope engineering in revised, 3rd edn. The Institution of Mining and Metallurgy, London, pp 341–351\nGoodman RE (1989) Introduction to rock mechanics, 2nd edn. Wiley, New York\nPettifer GS, Fookes PG (1994) A revision of the graphical method for assessing the excavatability of rock. Quart J Eng Geol Hydrogeol 27:145–164\nWieczorek GF, Snyder JB (2009) Monitoring slope movements. The Geological Society of America, Boulder\nWheeler DJ, Chambers DS (1986) Understanding statistical process control. Statistical Process Controls Inc., Knoxville\nMontgomery DC (1991) Introduction to statistical quality control, 2nd edn. Wiley, New York",{"EN":738},"Slope stability monitoring and evaluating play vital role in the risk management of open cast mines. Generally, Issue of slope failure occurs at open cast mines due to undisciplined mining, impacts of weather conditions. Slope stability radar provide slope stability warning impending failure and also it has used for setting out threshold value. This threshold value obtained from parameter value, some previous scan data of radar at open cast mines and applied statistical analysis. After that it has carried out accurate result of slope stability monitoring area and remotely scanning region slopes to continuously measure any surface movements.",{"EN":740},"Monitoring and evaluating of slope stability for setting out of critical limit at slope stability radar",{"VOID":742},"10.1186\u002Fs40703-017-0054-y","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-017-0054-y",[745,770],{"id":746,"sortIndex":21,"researcher":20,"roles":747,"affiliations":748,"properties":767},"e785081c-15d6-4df6-aca0-68cfca163555",[171],[749,759],{"id":750,"sortIndex":119,"affiliation":751,"properties":758},"a35a9fd7-0718-450d-bd19-a4fb560bb1bc",{"id":752,"createTime":753,"updateTime":753,"relativeEntities":754,"slug":20,"properties":755,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"b7143478-6ff6-41f7-ac2a-6c8c56ed129d","2024-01-18T11:47:07.921+00:00",[],{"title":756},{"VI":757},"Department of Mining Engineering, Indian School of Mines, Dhanbad, India",{},{"id":20,"sortIndex":21,"affiliation":760,"properties":20},{"id":761,"createTime":762,"updateTime":762,"relativeEntities":763,"slug":20,"properties":764,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"fe5d165d-6c35-40e1-bc29-4e50916f4e9a","2024-01-04T13:19:20.596+00:00",[],{"title":765},{"VI":766},"Department of Mining Engineering, National Institute of Technology, Rourkela, Orissa, India",{"title":768},{"VI":769},"Ajay Kumar",{"id":771,"sortIndex":119,"researcher":20,"roles":772,"affiliations":773,"properties":784},"5a5c46e1-32da-41c9-ae7b-87f05d6bd2a0",[171],[774],{"id":20,"sortIndex":21,"affiliation":775,"properties":20},{"id":776,"createTime":777,"updateTime":778,"relativeEntities":779,"slug":780,"properties":781,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"065f2bbd-52fa-432a-845e-6c12a67aa0ff","2024-01-04T13:19:20.611+00:00","2025-06-11T19:27:23.410+00:00",[],"Department-of-Computer-Science-Engineering-VIT-Vellore-India",{"title":782},{"VI":783},"Department of Computer Science Engineering, VIT, Vellore, India",{"title":785},{"VI":786},"Ritika Rathee",{"url":743,"publisher":788,"properties":816},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":789,"slug":10,"properties":790,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":794,"manageAffiliations":795,"indexDatabases":796,"url":20,"thumbnailPath":20,"statistic":811,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":791,"eissn":792,"title":793},{"VOID":13},{"VOID":15},{"EN":17},[],[],[797,804],{"id":74,"indexDatabase":798,"url":87,"indexYears":88,"academicFieldIds":803,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":799,"label":800,"description":801,"key":84,"publicationTags":802,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":805,"url":110,"indexYears":20,"academicFieldIds":810,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":806,"label":807,"description":808,"key":106,"publicationTags":809,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":812,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":813,"totalCitation":126,"totalCitationByYear":814,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":815,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":817,"pages":818},{"VOID":466},{"VOID":819},"1-16","2017-09-04",{"id":822,"createTime":823,"updateTime":824,"relativeEntities":825,"slug":826,"properties":827,"entityType":163,"verifyStatus":164,"verifyTime":824,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":836,"fullTextUrl":20,"authors":837,"publicationType":185,"publisherRelationship":868,"citationCount":20,"citationInfo":20,"publishDate":902,"publishYear":903,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"96659073-a2cf-4d8d-b19c-3a7bcdb55f49","2024-02-12T01:50:28.939+00:00","2025-02-20T22:58:06.352+00:00",[],"Reinforcing-effects-of-bolting-in-jointed-rock-mass",{"references":828,"abstract":830,"title":832,"doi":834},{"VOID":829},"Lee S-D (2013) Tunnel mechanics. CIR, Korea, pp 315–380\nGere JM, Timosenko St. (1997) Mechanics of materials. PWS-Kent, Boston, pp 609–645\nAn J-H, Lee S-D (2009) Reinforcing effect of pre-tensioned rock bolts in the jointed rocks condition. J Korean Soc Rock Mech Tunnel Undergr Space 19(5):388–396",{"EN":831},"A rock bolt is one of 3 major support members, including shotcrete, steel rib, playing an important role in stabilizing the underground space with its various functions. Currently, studies at home and abroad tend to focus on the development of new rock bolt methods. For most of the studies on the reinforcing effects, a numerical analysis has been adopted; however the experimental analysis is insufficient. Therefore this study tried to create a model ground of the jointed rock mass in a cantilever shape and to carry out a large scale model test. Subsequently, it sought to inversely derive the modulus of the elasticity of the model ground with a deflection formula of the cantilever and proposed the reinforcing effects of the rock bolt using the equation.",{"EN":833},"Reinforcing effects of bolting in jointed rock mass",{"VOID":835},"10.1186\u002Fs40703-016-0024-9","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-016-0024-9",[838,853],{"id":839,"sortIndex":21,"researcher":20,"roles":840,"affiliations":841,"properties":850},"6fd3e00f-e9c4-4f36-a5fb-0483295649c7",[171],[842],{"id":20,"sortIndex":21,"affiliation":843,"properties":20},{"id":844,"createTime":845,"updateTime":845,"relativeEntities":846,"slug":20,"properties":847,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"745ddc95-6288-40b1-883f-b75d5c136f7a","2024-02-12T01:50:28.958+00:00",[],{"title":848},{"VI":849},"Department of Dongtan Const., Gyeonggi Urban Innovation Corp, Suwon, South Korea",{"title":851},{"VI":852},"Hae-Sung An",{"id":854,"sortIndex":119,"researcher":20,"roles":855,"affiliations":856,"properties":865},"93a0b2ce-0e7c-49eb-818d-e816547b6d2d",[171],[857],{"id":20,"sortIndex":21,"affiliation":858,"properties":20},{"id":859,"createTime":860,"updateTime":860,"relativeEntities":861,"slug":20,"properties":862,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"eabdd943-d3dc-42ca-92f1-033c393f7c61","2024-02-12T01:50:28.975+00:00",[],{"title":863},{"VI":864},"Department of Civil & Transportation Engineering, Ajou University, Suwon, South Korea",{"title":866},{"VI":867},"Sang-Duk Lee",{"url":836,"publisher":869,"properties":897},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":870,"slug":10,"properties":871,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":875,"manageAffiliations":876,"indexDatabases":877,"url":20,"thumbnailPath":20,"statistic":892,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":872,"eissn":873,"title":874},{"VOID":13},{"VOID":15},{"EN":17},[],[],[878,885],{"id":74,"indexDatabase":879,"url":87,"indexYears":88,"academicFieldIds":884,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":880,"label":881,"description":882,"key":84,"publicationTags":883,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":886,"url":110,"indexYears":20,"academicFieldIds":891,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":887,"label":888,"description":889,"key":106,"publicationTags":890,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":893,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":894,"totalCitation":126,"totalCitationByYear":895,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":896,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":898,"pages":900},{"VOID":899},"7",{"VOID":901},"1-9","2016-07-04",2016,{"id":905,"createTime":906,"updateTime":907,"relativeEntities":908,"slug":909,"properties":910,"entityType":163,"verifyStatus":164,"verifyTime":907,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":919,"fullTextUrl":20,"authors":920,"publicationType":185,"publisherRelationship":948,"citationCount":20,"citationInfo":20,"publishDate":982,"publishYear":983,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"a1710e88-cc44-4a68-8b30-cf4facc69d21","2024-01-10T10:39:31.083+00:00","2024-12-18T22:52:06.369+00:00",[],"Pre-stressed-anchor-cable-force-evolution-laws-of-plane-sliding-bedding-slopes",{"references":911,"abstract":913,"title":915,"doi":917},{"VOID":912},"Tang HM, Zou ZX, Xiong CR (2015) An evolution model of large consequent bedding rockslides, with particular reference to the Jiweishan rockslide in Southwest China. Eng Geol 186:17–27\nChai B, Jiang B, Du J (2016) Diagrammatize movement disintegration patterns of bedding rockslide. Environ Earth Sci 75(4):323\nDoumbouya L, Guan CS, Bowa VM (2020) Influence of rainfall patterns on the slope stability of the Lumwana (the Malundwe) open pit. Geotech Geol Eng 38:1337–1346\nGao X, Jia J, Mei G, Bao X, Zhang L, Liao X (2022) A new prestress loss calculation model of anchor cable in pile-anchor structure. Mathematics 10(8):1260. https:\u002F\u002Fdoi.org\u002F10.3390\u002Fmath10081260\nGong WP, Bowa VM, Zhao C, Cheng Z, Zhang L (2021) Footwall rock slope stability evaluation at Nchanga open pit mine, Zambia. Geotech Geol Eng 39:5753–5765\nHe MC, Li C, Gong W, Li SL (2017) Dynamic tests for a constant-resistance-large-deformation bolt using a modified SHTB system. Tunn Undergr Space Technol 64:103–116\nWang T (2006) The application of FLAC and FLAC3D to the support design of underground cavern. The Fourth International FLAC Symposium on Numerical Modeling in Geomechanics.\nAmarnath H, Sitharam TG (2016) 3-dimensional numerical simulations of rock bolt pullout tests of Himalayan region. Disaster Adv 9:1–12\nWu T, Cao C, Han J, Ren T (2017) Effect of bolt rib spacing on load transfer mechanism International Journal of. Min Sci Technol 27:431–434\nYan S, Song Y, Bai J, Elmo D (2018) A study on the failure of resin end-anchored rockbolts subjected to tensile load. Rock Mech Rock Eng 52:1917–1930\nZhang Z, Deng M, Bai J, Yu X, Wu Q, Jiang L (2020) Strain energy evolution and conversion under triaxial unloading confining pressure tests due to gob-side entry retained. Int J Rock Mech Min Sci 126:1–10\nZhou JW, Jiao MY, Xing HG (2017) A reliability analysis method for rock slope controlled by weak structural surface. Geosci J 21(3):1–15\nKumar A, Asthana A, Priyanka RS (2017) Assessment of landslide hazards induced by extreme rainfall event in Jammu and Kashmir Himalaya, northwest India. Geomorphology 284:72–78\nPolemio M, Sdao F (1999) The role of rainfall in the landslide hazard: the case of the Avigliano urban area (Southern Apennines, Italy). Eng Geol 53(3–4):297–309\nSingh PK, Singh KK, Singh TN (2017) Slope failure in stratified rocks: a case from NE Himalaya, India. Landslides 14:1319–1331\nTao ZG, Zhang HJ, Zhu C, Hao ZL, Zhang XL, He MC (2019) Design and operation of App-based intelligent landslide monitoring system: the case of three gorges reservoir region. Geomatics Nat Hazards Risk 10(1):1209–1226\nHuang MS, Fan XP, Wang HR (2017) Three-dimensional upper bound stability analysis of slopes with weak interlayer based on rotational-translational mechanisms. Eng Geol 223:82–91\nYoussef AM, Pradhan B, Al-Harthi SG (2015) Assessment of rock slope stability and structurally controlled failures along Samma escarpment road, Asir Region (Saudi Arabia). Arab J Geosci 8:6835–6852\nBenmokrane B, Ballivy G (1991) Five-year monitoring of load losses on prestressed cement-grouted rock anchors. Can Geotech J 28(5):668–677\nLi CD, Wu JJ, Wang J (2016) Layout and length optimization of anchor cables for reinforcing rock wedges. Bull Eng Geol Environ 75(4):1399–1412\nXu BT, Yan CD, Xu S (2013) Analysis of the bedding landslide due to the presence of the weak intercalated layer in the limestone. Environ Earth Sci 70(6):2817–2825",{"EN":914},"This paper aims to understand how anchor cable force evolution laws can improve reinforcement designs. The self-developed weak plane sustained deterioration technology was conducted in the indoor test on the reinforced bedding rock slope containing a linear type weak plane. The force evolution laws of anchor cables with the weak plane sustained deterioration was studied. Furthermore, the theoretical equations were derived on the basis of the rigid assumption of the rockmass and the limit equilibrium method, and the equations have been verified to be reliable through comparison with the test results. The numerical simulations in different rockmass mechanical parameters reveal that the theoretical equations are suitable for hard rockmass. The results indicate that, with the weak plane sustained deterioration, the anchor cable axial forces increase gradually, and the axial force increase is inversely proportional to the length of the free sections. The findings could provide the theoretical guideline for the pre-stress safety reserves during the reinforcement designs of anchor cables in different positions of bedding rock slopes.",{"EN":916},"Pre-stressed anchor cable force evolution laws of plane sliding bedding slopes",{"VOID":918},"10.1186\u002Fs40703-022-00179-2","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-022-00179-2",[921,936],{"id":922,"sortIndex":21,"researcher":20,"roles":923,"affiliations":924,"properties":933},"ef62507d-23e6-4f97-83b2-9503bf06f082",[171],[925],{"id":20,"sortIndex":21,"affiliation":926,"properties":20},{"id":927,"createTime":928,"updateTime":928,"relativeEntities":929,"slug":20,"properties":930,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"cd7abf13-108f-4415-8e32-305839db1fcb","2024-01-10T10:39:31.106+00:00",[],{"title":931},{"VI":932},"Mining Engineering Depatment, School of Mines and Mineral Sciences, Copperbelt University, Kitwe, Zambia",{"title":934},{"VI":935},"Victor Mwango Bowa",{"id":937,"sortIndex":119,"researcher":20,"roles":938,"affiliations":939,"properties":945},"163856b4-cb7e-4a9c-a72a-b2a56dfc8677",[171],[940],{"id":20,"sortIndex":21,"affiliation":941,"properties":20},{"id":927,"createTime":928,"updateTime":928,"relativeEntities":942,"slug":20,"properties":943,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":944},{"VI":932},{"title":946},{"VI":947},"Eugie Kabwe",{"url":919,"publisher":949,"properties":977},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":950,"slug":10,"properties":951,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":955,"manageAffiliations":956,"indexDatabases":957,"url":20,"thumbnailPath":20,"statistic":972,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":952,"eissn":953,"title":954},{"VOID":13},{"VOID":15},{"EN":17},[],[],[958,965],{"id":74,"indexDatabase":959,"url":87,"indexYears":88,"academicFieldIds":964,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":960,"label":961,"description":962,"key":84,"publicationTags":963,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":966,"url":110,"indexYears":20,"academicFieldIds":971,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":967,"label":968,"description":969,"key":106,"publicationTags":970,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":973,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":974,"totalCitation":126,"totalCitationByYear":975,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":976,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":978,"pages":980},{"VOID":979},"14",{"VOID":981},"1-15","2023-02-13",2023,{"id":985,"createTime":986,"updateTime":987,"relativeEntities":988,"slug":989,"properties":990,"entityType":163,"verifyStatus":164,"verifyTime":987,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1000,"fullTextUrl":20,"authors":1001,"publicationType":185,"publisherRelationship":1029,"citationCount":20,"citationInfo":20,"publishDate":1058,"publishYear":1059,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"de0a82eb-e7b1-4c34-849e-31d3ad7fe69d","2024-04-06T19:44:29.565+00:00","2024-12-07T22:50:09.166+00:00",[],"Mesh-free-kinematic-shakedown-analysis-of-cohesive-soils",{"references":991,"keywords":993,"abstract":994,"title":996,"doi":998},{"VOID":992},"Aboustit, B.L., Reddy, D.V., (1980). Finite element linear programming approach to foundation shakedown. In: Pande, G.N., Zienkiewicz, O.C. (Eds), Soils under cyclic and transient loading. Balkema. Rotterdam. 1980.\nAboustit, B.L., (2009). Plane strain shakedown analysis. In: Congr`es français de m´ecanique. AFM, Maison de la M´ecanique, 39\u002F41 rue Louis Blanc-92400 Courbevoie.\nArvin MR, Askari F, Farzaneh O (2011) Static and dynamic bearing capacity of strip footings, under variable repeated loading. Turk J Eng Environ Sci 36(1):19–31\nBarari A, Ghaseminejad V, Ibsen LB (2021) Failure envelopes for combined loading of skirted foundations in layered deposits. J Waterw Port Coast Ocean Eng 147(4):04021008\nBinesh SM, Hataf N, Ghahramani A (2010) Elasto-plastic analysis of reinforced soils using mesh-free method. Appl Math Comput 215(12):4406–4421\nBinesh SM, Raei S (2014) Upper bound limit analysis of cohesive soils using mesh-free method. Geomechanics and Geoengineering 9(4):265–278\nBinesh SM, Gholampour A (2015) Mesh-free lower bound limit analysis. Int J Comput Methods 12(01):1350105\nBirid K, Choudhury D (2022) Failure envelopes for ring foundations resting on tresca soil under combined loading. J Geotechnical Geoenviron Eng 148(11):04022088\nBoulbibane M, Ponter A (2005) Extension of the linear matching method to geotechnical problems. Comput Methods Appl Mech Eng 194(45–47):4633–4650\nBransby MF, Randolph MF (1998) Combined loading skirted foundations. Géotechnique 48(5):637–655\nCapsoni A, Corradi L (1997) A finite element formulation of the rigid–plastic limit analysis problem. Int J Numer Meth Eng 40(11):2063–2086\nChen JS, Wu CT, Yoon S, You Y (2001) A stabilized conforming nodal integration for Galerkin Mesh-free methods. Int J Numer Meth Eng 50:435–466\nChen S, Liu Y, Cen Z (2008) Lower bound shakedown analysis by using the element free Galerkin method and nonlinear programming. Comput Methods Appl Mech Eng 197(45–48):3911–3921\nChen S, Liu Y, Li J, Cen Z (2010) Performance of the MLPG method for static shakedown analysis for bounded kinematic hardening structures. Eur J Mechan-A\u002FSolids 30(2):183–194\nCollins IF, Cliffe PF (1987) Shakedown in frictional materials under moving surface loads. Int J Numer Anal Meth Geomech 11(4):409–420\nGourvenec S (2007) Failure envelopes for offshore shallow foundations under general loading. Géotechnique 57(9):715–728\nHaldar AK, Reddy DV, Arockiasamy M (1990) Foundation shakedown of offshore platforms. Comput Geotech 10(3):231–245\nHimmelblau DM (1972) Applied nonlinear programming. McGraw-Hill Book Company, New York\nHo PLH, Le CV (2020) A stabilized iRBF mesh-free method for quasi-lower bound shakedown analysis of structures. Computers and Structures 228:106157.\nHuang S, Xu Y, Chen G, Zhang L, Bezold A, Qin F (2019) A numerical shakedown analysis method for strength evaluation coupling with kinematical hardening based on two surface model. Eng Fail Anal 103:275–285\nJohnson KL (1985) Contact mechanics. Cambridge: Cambridge University Press.\nKavvadas M, Amorosi A (2000) A constitutive model for structured soils. Géotechnique 50(3):263–273\nKoiter, W.T., (1960). General theorems for elastic plastic solids. Progress of solid mechanics, pp.167–221.\nKonig JA (1979) On upper bounds to shakedown loads. ZAMM 59:349–354\nJ.A Konig (1987) Shakedown of elastic-plastic structures. Elsevier Science Ltd, New York, US\nKrabbenhoft, K., Lyamin, A.V., Hjiaj, M. and Sloan, S.W., 2004, August. Upper bound shakedown analysis of geostructures. In Numerical Models in Geomechanics: Proceedings of the Ninth International Symposium ’on’Numerical Models in Geomechanics-NUMOG ’IX’, Ottawa, Canada, 25–27 August 2004 (p. 297). CRC Press.\nKrabbenhoft K, Lyamin AV, Sloan S (2007) Shakedown of a cohesive-frictional half-space subjected to rolling and sliding contact. Int J Solids Struct 44(11–12):3998–4008\nKrabbenhoft K, Lyamin AV, Sloan S (2007) Bounds to shakedown loads for a class of deviatoric plasticity models. Comput Mech 39(6):879–888\nLi HX, Yu HS (2006) A nonlinear programming approach to kinematic shakedown analysis of frictional materials. Int J Solids Struct 43(21):6594–6614\nLi HX (2010) Kinematic shakedown analysis under a general yield condition with non-associated plastic flow. Int J Mech Sci 52(1):1–12\nLiu GR (2002) Mesh free methods: moving beyond the finite element method. CRC Press, Washington\nLiu S, Wang J, Yu HS, Wanatowski D (2016) Shakedown solutions for pavements with materials following associated and non-associated plastic flow rules. Comput Geotech 78:218–226\nLiu GR, Zhang GY, Gu Y, Wang YY (2005) A meshfree radial point interpolation method (RPIM) for three-dimensional solids. Comput Mech 36(6):421–430\nLiu S, Wang J, Yu HS, Wanatowski D, Thom N, Grenfell J (2022) Shakedown of asphalt pavements considering temperature effect. Int J Pavement Eng 23(5):1572–1583\nLyamin AV, Sloan SW, Krabbenhoft K, Hjiaj M (2005) Lower bound limit analysis with adaptive remeshing. J Numerical Methods En 63:1961–1974\nMelan, E., (1938). Theoric statisch unbestimmter tragwerke aus idealplastischem baustoff. Sitzungsbericht der Akademie der Wissenschaften, p 195.\nMojallal M, Farzaneh O, Askari F (2021) Upper bound shakedown analysis of foundations on cohesive-frictional soil based on a nonlinear programming method. Comput Geotech 130:103904\nPande, G.N., 1982. Shakedown of foundations subjected to cyclic loads. Soil mechanics-transient and cyclic loads, pp.469–489.\nQian J, Wang Y, Wang J, Huang M (2019) The influence of traffic moving speed on shakedown limits of flexible pavements. Int J Pavement Eng 20(2):233–244\nRaad, L., Weichert, D. and Najm, W., 1988. Stability of multilayer systems under repeated loads. Transportation Research Record, (1207).\nRaad L, Weichert D (1995) Stability of pavement structures under long term repeated loading Inelastic behaviour of structures under variable loads. Springer, Dordrecht\nRadovsky BS, Murashina NV (1996) Shakedown of subgrade soil under repeated loading. Transp Res Rec 1547(1):82–88\nRahmani R, Binesh SM (2018) Mesh-free shakedown analysis of cohesive-frictional pavement under moving traffic loads: deterministic and probabilistic frameworks. Road Mater Pavement Design 21(4):1096–1134\nRowe, P.W., 1975. Displacement and failure modes of model offshore gravity platforms founded in clay In: Proc Conf Offshore Europe’75. Spearhead Publications.\nSavvides AA, Papadrakakis M (2021) A computational study on the uncertainty quantification of failure of clays with a modified Cam-Clay yield criterion. SN Appl Sci 3(6):659\nSharp RW, Booker JR (1984) Shakedown of pavements under moving surface loads. J Transp Eng 110(1):1–14\nSloan SW (1989) Upper bound limit analysis using finite elements and linear programming. Int J Numer Anal Meth Geomech 13(3):263–282\nSloan SW, Kleeman PW (1995) Upper bound limit analysis using discontinuous velocity fields. Comput Methods Appl Mech Eng 127(1–4):293–314\nSloan, S.W., 2008. Limit analysis with adaptive mesh refinement. 8th World Congress on Computational Mechanics (WCCM8), 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), 30 June – 4 July 2008, Venice, Italy, CIMNE, pp.368–384.\nTaiebat HA, Carter JP (2000) Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading. Géotechnique 50(4):409–418\nUkritchon B, Whittle AJ, Sloan SW (1998) Undrained limit analyses for combined loading of strip footings on clay. J Geotechnical Geoenviron Eng 124(3):265\nVulpe C, Gourvenec S, Power M (2014) A generalised failure envelope for undrained capacity of circular shallow foundations under general loading. Géotechnique Lett 4(3):187–196\nWang JG, Liu G (2002) A point interpolation meshless method based on radial basis functions. Int J Numer Meth Eng 54(11):1623–1648\nWang J, Yu HS, Li HX (2010) Shakedown analysis of soil materials based on an incremental approach. International on Computing in Civil and Building Engineering, Nottingham\nWang J, Liu S, Yang W (2018) Dynamics shakedown analysis of slab track substructures with reference to critical speed. Soil Dyn Earthq Eng 106:1–13\nWang J, Yu HS (2021) Shakedown analysis and its application in pavement and railway engineering. Comput Geotech 138:104281\nYu HS, Hossain MZ (1998) Lower bound shakedown analysis of layered pavements using discontinuous stress fields. Comput Methods Appl Mech Eng 167(3–4):209–222\nYu HS, Salgado R, Sloan SW, Kim JM (1998) Limit analysis versus limit equilibrium for slope stability. J Geotechnical Geoenviron Eng 124(1):1–11\nYu HS (2005) Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads. Proc Royal Soc Mathematical Phys Eng Sci 461(2059):1951–1964\nYu HS, Wang J (2012) Three-dimensional shakedown solutions for cohesive-frictional materials under moving surface loads. Int J Solids Struct 49(26):3797–3807\nXiao J, Wang B, Liu C, Zheng Y (2016) Influences of subgrade form and ground stiffness on dynamic responses of railway subgrade under train loading: Field testing case study. Procedia Eng 143(1185):1192\nZhang PX, Lu MW, Hwang K (1991) A mathematical programming algorithm for limit analysis. Acta Mech Sin 7:267–274\nZhao J, Sloan SW, Lyamin AV, Krabbenhøft K (2008) Bounds for shakedown of cohesive-frictional materials under moving surface loads. Int J Solids Struct 45(11):3290–3312\nZhou S, Liu Y, Wang D, Wang K, Yu S (2014) Upper bound shakedown analysis with the nodal natural element method. Comput Mech 54(5):1111–1128\nZhuang Y, Wang K (2018) Shakedown solutions for pavement structures with von Mises criterion subjected to Hertz loads. Road Mater Pavement Design 19(3):710–726",{"EN":156},{"EN":995},"A novel mesh-free solution is proposed for kinematic shakedown analysis of cohesive soils under repeating loads. For this purpose, the continuous velocity field in the mathematical expression of Koiter’s theorem is discretized by the Radial Point Interpolation Method (RPIM), as a mesh-free approach. The strain rate smoothing technique is implemented in conjunction with the RPIM to satisfy the admissibility conditions at the entire problem domain. Using the nodal integration and the discretized velocity field, the kinematic shakedown problem is expressed as a nonlinear optimization problem. The optimization problem is solved by separation of plastic and non-plastic\u002Frigid zones using a repetitive algorithm. Eventually, the efficiency of the proposed approach is elucidated by solving examples of a strip footing resting on cohesive soil and a cohesive half space pavement under repeating loads.",{"EN":997},"Mesh-free kinematic shakedown analysis of cohesive soils",{"VOID":999},"10.1186\u002Fs40703-024-00209-1","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-024-00209-1",[1002,1017],{"id":1003,"sortIndex":21,"researcher":20,"roles":1004,"affiliations":1005,"properties":1014},"a4a84a31-53ab-4e77-8854-849931dd54ce",[171],[1006],{"id":20,"sortIndex":21,"affiliation":1007,"properties":20},{"id":1008,"createTime":1009,"updateTime":1009,"relativeEntities":1010,"slug":20,"properties":1011,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"7d2a88ef-6e93-4fa9-94af-c3b0748145ec","2024-01-08T18:07:24.621+00:00",[],{"title":1012},{"VI":1013},"Department of Civil and Environmental Engineering, Shiraz University of Technology, Shiraz, Iran",{"title":1015},{"VI":1016},"Z. Nosrati",{"id":1018,"sortIndex":119,"researcher":20,"roles":1019,"affiliations":1020,"properties":1026},"e601a581-d8bc-4229-bd25-bf007e9fe459",[171],[1021],{"id":20,"sortIndex":21,"affiliation":1022,"properties":20},{"id":1008,"createTime":1009,"updateTime":1009,"relativeEntities":1023,"slug":20,"properties":1024,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":1025},{"VI":1013},{"title":1027},{"VI":1028},"S. M. Binesh",{"url":20,"publisher":1030,"properties":20},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1031,"slug":10,"properties":1032,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1036,"manageAffiliations":1037,"indexDatabases":1038,"url":20,"thumbnailPath":20,"statistic":1053,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":1033,"eissn":1034,"title":1035},{"VOID":13},{"VOID":15},{"EN":17},[],[],[1039,1046],{"id":74,"indexDatabase":1040,"url":87,"indexYears":88,"academicFieldIds":1045,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":1041,"label":1042,"description":1043,"key":84,"publicationTags":1044,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":1047,"url":110,"indexYears":20,"academicFieldIds":1052,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":1048,"label":1049,"description":1050,"key":106,"publicationTags":1051,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":1054,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":1055,"totalCitation":126,"totalCitationByYear":1056,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":1057,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},"2024-02-20",2024,{"id":1061,"createTime":1062,"updateTime":1063,"relativeEntities":1064,"slug":1065,"properties":1066,"entityType":163,"verifyStatus":164,"verifyTime":1063,"verifyNote":165,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1075,"fullTextUrl":20,"authors":1076,"publicationType":185,"publisherRelationship":1131,"citationCount":20,"citationInfo":20,"publishDate":1164,"publishYear":1165,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":217},"889e3956-8db7-40a4-9152-a387124271ea","2023-12-28T04:34:58.267+00:00","2024-12-28T22:39:20.448+00:00",[],"Lime-treatment-of-a-diesel-contaminated-coarse-grained-soil-for-reuse-in-geotechnical-applications",{"references":1067,"abstract":1069,"title":1071,"doi":1073},{"VOID":1068},"Eissa A, El-Sawwaf M, Shahin M, Nasr A. Effect of kerosine of contamination on geotechnical properties of clayey soils. Int Conf Adv Struct Geotech Eng. 2017, pp 44–50\nOchepo J, Joseph V (2014) Effect of oil contamination on lime stabilized soil, Jordan. J Civ Eng. https:\u002F\u002Fdoi.org\u002F10.14525\u002Fjjce.8.1.2632\nNasr AMA (2014) Utilisation of oil-contaminated sand stabilised with cement kiln dust in the construction of rural roads. Int J Pavement Eng. https:\u002F\u002Fdoi.org\u002F10.1080\u002F10298436.2014.893321\nChen H, Jiang Y, Zhang W, He X (2017) Experimental study of the stabilization effect of cement on dieselcontaminated soil. Q J Eng Geol Hydrogeol. 50:199–205. https:\u002F\u002Fdoi.org\u002F10.1144\u002Fqjegh2016-115\nPandey A, Bind YK (2014) Effects of oil contamination on geotechnical properties of alluvial soil Naini. Int J Innov Technol, Explor\nKarkush MO, Al-Taher TAA (2017) Geotechnical evaluation of clayey soil contaminated with industrial wastewater. Arch Civ Eng. 63:47–62. https:\u002F\u002Fdoi.org\u002F10.1515\u002Face-2017-0004\nNasehi SA, Uromeihy A, Nikudel MR, Morsali A (2016) Influence of gas oil contamination on geotechnical properties of fine and coarse-grained soils. Geotech Geol Eng 34:333–345. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs10706-015-9948-7\nIDEM, Use of Alternative Daily Cover at Landfills, Indianapolis, 2013\nDepartment of Environmental Conservation—New York State, Petroleum-Contaminated Soil Guidance Policy, New York, 2015. http:\u002F\u002Fwww.dec.ny.gov\u002Fregulations\u002F30902.html\nIjimdiya TS (2013) The effects of oil contamination on the consolidation properties of lateritic soil. Dev Appl Ocean Eng. 2:53–59. www.daoe-journal.org\nEstabragh AR, Beytolahpour I, Moradi M, Javadi AA (2016) Mechanical behavior of a clay soil contaminated with glycerol and ethanol. Eur J Environ Civ Eng. 20:503–519. https:\u002F\u002Fdoi.org\u002F10.1080\u002F19648189.2015.1047900\nGhaffoori F, Kkarpuzcu M (2018) Influence of oil contamination on geotechnical properties of sandy soil. Polytech J 8:129–141\nKermani M, Ebadi T (2012) The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam. 21:655–671. https:\u002F\u002Fdoi.org\u002F10.1080\u002F15320383.2012.672486\nTuncan A, Tuncan M, Koyuncu H (2000) Use of petroleum-contaminated drilling wastes as sub-base material for road construction. Waste Manage Res 18(5):489–505\nShah SJ, Shroff AV, Patel JV, Tiwari KC, Ramakrishnan D (2003) Stabilization of fuel oil contaminated soil—a case study. Geotech Geol Eng. https:\u002F\u002Fdoi.org\u002F10.1023\u002FB:GEGE.0000006052.61830.1a\nGeorge S, Aswathy E, Berlin S, Krishnaprabha N, Maria G (2015) Study on geotechnical properties of diesel oil contaminated soil. Int J Civ Struct Eng Res. 2:113–117. www.researchpublish.com\nYu C, Liao R, Zhu C, Cai X, Ma J (2018) Test on the stabilization of oil-contaminated Wenzhou clay by cement. Adv Civ, Eng\nNasehi SA, Uromeihy A, Nikudel MR, Morsali A (2016) Use of nanoscale zero-valent iron and nanoscale hydrated lime to improve geotechnical properties of gas oil contaminated clay: a comparative study. Environ Earth Sci. 75:1–20. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs12665-016-5443-6\nASTM-D854 (2010) Standard test for specific gravity of soil solids by water pycnometer. ASTM Int. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD0854-10\nW.C. ASTM International, Standard Test Methods for liquid limit, plastic limit, and plasticity index of soils (ASTM D4318-17e1), 2017\nASTM, ASTM D698: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf\u002Fft3 (600 kN-m\u002Fm3)), ASTM Int. (2012). www.astm.org, https:\u002F\u002Fdoi.org\u002F10.1520\u002Fd0698\nASTM, D7928-17 - Standard Test Method for Particle-Size Distribution (Gradation) of fine-grained soils using the sedimentation (hydrometer) analysis, ASTM Int. West Conshohocken, PA. (2017). https:\u002F\u002Fdoi.org\u002F10.1520\u002FD7928-17\nASTM International, ASTM D4429-09a-Standard Test Method for CBR (California Bearing Ratio) of Soils, West Conshohocken, 2018\nASTM D4972-01 (2001) Standard test method for pH of soils. Annu Book of ASTM Stand 4(08):1–3. https:\u002F\u002Fdoi.org\u002F10.1520\u002FD4972-13.2\nW.C. ASTM International, ASTM D1298-Standard Test Method for density, relative density, or API gravity of crude petroleum and liquid petroleum products by hydrometer method, 2017\nW.C. ASTM International, ASTM D445 - Standard Test Method for Kinematic Viscosity of Transparent and Opaque Liquids (and Calculation of Dynamic Viscosity), (2018)\nAppel C, Ma LQ, Rhue RD, Kennelley E (2003) Point of zero charge determination in soils and minerals via traditional methods and detection of electroacoustic mobility. Geoderma. https:\u002F\u002Fdoi.org\u002F10.1016\u002FS0016-7061(02)00316-6\nSafehian H, Rajabi AM, Ghasemzadeh H (2018) Effect of diesel-contamination on geotechnical properties of illite soil. Eng Geol 241:55–63. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enggeo.2018.04.020\nKhamehchiyan M, HosseinCharkhabi A, Tajik M (2007) Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.enggeo.2006.10.009\nASTM D2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, ASTM Int. (2016)\nKarkush MO, Kareem ZA (2017) Investigation the impacts of fuel oil on the geotechnical properties of cohesive soil. Eng J 21:127–137. https:\u002F\u002Fdoi.org\u002F10.4186\u002Fej.2017.21.4.127\nEcheverri O, Valencia González Y, DE Toscano-Patiño, Ordoñez-Muñoz FA, Arango-Salas C, Osorio-Torres S (2015) Geotechnical behavior of a tropical residual soil contaminated with gasoline. Dyna. https:\u002F\u002Fdoi.org\u002F10.15446\u002Fdyna.v82n190.42161\nW.C. ASTM International, ASTM D3967-Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens, 2016",{"EN":1070},"Potential reuse of oil-contaminated soils guidance policies are demonstrating ways to reuse these materials in engineering applications. However, the engineering properties of these materials are highly altered after contamination. Alternatively, chemical stabilization treatments can improve oil-contaminated soil properties for its reuse in geotechnical applications. This study investigates the effect of a diesel contamination on a coarse-grained soil and assesses the viability of a lime treatment. Laboratory tests included pH, Atterberg limits, compaction, unconfined compression strength (UCS), California Bearing Ratio (CBR) and tensile strength, RX-diffraction and scanning electron micrographs before and after lime treatment. Tests were performed on natural soil, diesel-contaminated soils (2, 4, 8, 12, and 16% of diesel) and lime treated diesel-contaminated soils (2, 4, 6 and 8% of lime). Diesel drastically changed soil plasticity and strength properties. Lime stabilization of diesel-contaminated soils was efficient to recapture soil natural properties with low lime contents. The influence of oil and lime in soil mechanical properties and mineralogical characteristics was evidenced in this study. The presence of oil drastically altered soil mechanical properties. Crystallization of calcite was present in both natural and oil-contaminated soils treated with lime, increasing particles flocculation. The presence of oil favored dolomite formation. Lime was significate in enhancing oil-contaminated soil mechanical properties, such as UCS, indirect tensile strength and CBR, mainly due to carbonation reactions. Oil-contaminated soil mixtures showed increase in mechanical properties after lime treatment and curing period.",{"EN":1072},"Lime treatment of a diesel-contaminated coarse-grained soil for reuse in geotechnical applications",{"VOID":1074},"10.1186\u002Fs40703-020-00115-2","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1186\u002Fs40703-020-00115-2",[1077,1092,1104,1119],{"id":1078,"sortIndex":118,"researcher":20,"roles":1079,"affiliations":1080,"properties":1089},"aa1698e6-d531-4852-84e7-f3c522acf4b0",[171],[1081],{"id":20,"sortIndex":21,"affiliation":1082,"properties":20},{"id":1083,"createTime":1084,"updateTime":1084,"relativeEntities":1085,"slug":20,"properties":1086,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"1a197c9f-c1a9-42ae-8a69-686e65091480","2023-12-28T04:34:58.289+00:00",[],{"title":1087},{"VI":1088},"Department of Civil Engineering, Federal University of Sao Carlos, Sao Carlos, Brazil",{"title":1090},{"VI":1091},"Igor Santos Mendes",{"id":1093,"sortIndex":119,"researcher":20,"roles":1094,"affiliations":1095,"properties":1101},"18051e6e-9a73-4941-8be7-00f282a072e4",[171],[1096],{"id":20,"sortIndex":21,"affiliation":1097,"properties":20},{"id":1083,"createTime":1084,"updateTime":1084,"relativeEntities":1098,"slug":20,"properties":1099,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":1100},{"VI":1088},{"title":1102},{"VI":1103},"Fernando Henrique Martins Portelinha",{"id":1105,"sortIndex":128,"researcher":20,"roles":1106,"affiliations":1107,"properties":1116},"f814e482-2388-4514-8e07-0418e0873b5e",[171],[1108],{"id":20,"sortIndex":21,"affiliation":1109,"properties":20},{"id":1110,"createTime":1111,"updateTime":1111,"relativeEntities":1112,"slug":20,"properties":1113,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"1e9ad1f8-da97-4e92-a322-73fd96bff1cd","2023-12-28T04:34:58.309+00:00",[],{"title":1114},{"VI":1115},"Federal University of Sao Carlos, Sao Carlos, Brazil",{"title":1117},{"VI":1118},"Jose Wilson Batista da Silva",{"id":1120,"sortIndex":21,"researcher":20,"roles":1121,"affiliations":1122,"properties":1128},"9b8063e7-dd5f-4585-a69c-73c50867f8e8",[171],[1123],{"id":20,"sortIndex":21,"affiliation":1124,"properties":20},{"id":1083,"createTime":1084,"updateTime":1084,"relativeEntities":1125,"slug":20,"properties":1126,"entityType":57,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":1127},{"VI":1088},{"title":1129},{"VI":1130},"Natalia de Souza Correia",{"url":1075,"publisher":1132,"properties":1160},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1133,"slug":10,"properties":1134,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1138,"manageAffiliations":1139,"indexDatabases":1140,"url":20,"thumbnailPath":20,"statistic":1155,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":1135,"eissn":1136,"title":1137},{"VOID":13},{"VOID":15},{"EN":17},[],[],[1141,1148],{"id":74,"indexDatabase":1142,"url":87,"indexYears":88,"academicFieldIds":1147,"indexDatabaseRanking":93},{"id":76,"createTime":77,"updateTime":78,"relativeEntities":1143,"label":1144,"description":1145,"key":84,"publicationTags":1146,"standard":20},[],{"EN":81,"VI":81},{"EN":81,"VI":83},[86],[90,91,92],{"id":95,"indexDatabase":1149,"url":110,"indexYears":20,"academicFieldIds":1154,"indexDatabaseRanking":20},{"id":97,"createTime":98,"updateTime":99,"relativeEntities":1150,"label":1151,"description":1152,"key":106,"publicationTags":1153,"standard":20},[],{"EN":102,"VI":102},{"VI":104,"EN":105},[108,109],[112],{"impactFactor":21,"impactFactorByYear":1156,"i10Index":122,"i10IndexLast5Year":119,"totalPublication":123,"totalPublicationByYear":1157,"totalCitation":126,"totalCitationByYear":1158,"totalCitationPerPublication":135,"totalCitationPerPublicationByYear":1159,"hindexLast5Year":141,"hindex":141},{"2017":115,"2018":116,"2019":117,"2020":118,"2021":119,"2022":120,"2023":121},{"2015":119,"2016":119,"2017":58,"2018":125,"2019":119,"2020":118,"2021":58,"2022":118},{"2015":128,"2016":129,"2017":130,"2018":131,"2019":132,"2020":133,"2021":134,"2022":125},{"2015":128,"2016":129,"2017":137,"2018":138,"2019":132,"2020":139,"2021":140,"2022":128},{"volume":1161,"pages":1163},{"VOID":1162},"11",{"VOID":981},"2020-06-30",2020]