Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs)

Transportation Geotechnics - Tập 24 - Trang 100375 - 2020
S.S. Narani1, M. Abbaspour1, S.M. Mir Mohammad Hosseini1, F. Moghadas Nejad1
1Department of Civil & Environmental Engineering, Amirkabir University of Technology, Tehran, Iran

Tài liệu tham khảo

Siddiqua, 2018, Chemical stabilization of rammed earth using calcium carbide residue and fly ash, Constr Build Mater, 169, 364, 10.1016/j.conbuildmat.2018.02.209 Consoli, 2009, Fiber reinforcement effects on sand considering a wide cementation range, Geotext Geomembranes, 27, 196, 10.1016/j.geotexmem.2008.11.005 Consoli, 2019, Behaviour of silty sands stabilised with cement subjected to hard environmental conditions, Proc Inst Civ Eng - Geotech Eng, 1 Sabrin, 2019, Understanding the effect of heat treatment on subgrade soil stabilized with bentonite and magnesium alkalinization, Transp Geotech, 21, 10.1016/j.trgeo.2019.100287 Muhammad, 2019, Full factorial design for optimization of magnesium alkalinization additive, Transp Geotech, 21, 10.1016/j.trgeo.2019.100294 Hataf, 2018, Experimental and numerical study on the bearing capacity of soils reinforced using geobags, J Build Eng, 15, 290, 10.1016/j.jobe.2017.11.015 Mehrpazhouh, 2019, Impact of repeated loading on mechanical response of a reinforced sand, J Rock Mech Geotech Eng, 11, 804, 10.1016/j.jrmge.2018.12.013 Tafreshi, 2019, Cyclic and post-cycling anchor response in geocell-reinforced sand, Can Geotech J, 56, 1700, 10.1139/cgj-2018-0559 Festugato, 2018, Modelling tensile/compressive strength ratio of fibre reinforced cemented soils, Geotext Geomembranes, 46, 155, 10.1016/j.geotexmem.2017.11.003 Consoli, 2019, Effect of sodium chloride and fibre-reinforcement on the durability of sand-coal fly ash-lime mixes subjected to freeze-thaw cycles, Geotech Geol Eng, 37, 107, 10.1007/s10706-018-0594-8 Consoli, 2019, Fibre-reinforced sand-coal fly ash-lime-NaCl blends under severe environmental conditions, Geosynth Int, 26, 525, 10.1680/jgein.19.00039 Erfani, 2019, Seismic behaviour of structures adjacent to slope by considering SSI effects in cemented soil mediums, Int J Geotech Eng, 1, 10.1080/19386362.2019.1681817 Amorosi, 2017, Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study, Comput Geotech, 90, 34, 10.1016/j.compgeo.2017.05.016 Kayen, 2013, Shear-Wave Velocity-Based Probabilistic And Deterministic Assessment Of Seismic Soil Liquefaction Potential, J Geotech Geoenvironmental Eng, 139, 407, 10.1061/(ASCE)GT.1943-5606.0000743 Mason, 2013, Seismic soil–foundation–structure interaction observed in geotechnical centrifuge experiments, Soil Dyn Earthq Eng, 48, 162, 10.1016/j.soildyn.2013.01.014 Kumar, 2018, Effect of soil parameters on resilient modulus using cyclic tri-axial tests on lateritic subgrade soils from Dakshina Kannada, India, Geotech Geol Eng, 36, 3987, 10.1007/s10706-018-0550-7 Zhalehjoo, 2018, The effect of instrumentation on the determination of the resilient modulus of unbound granular materials using advanced repeated load triaxial testing, Transp Geotech, 14, 190, 10.1016/j.trgeo.2018.01.003 Patel, 2018, Comparison of industrial waste mixtures for use in subbase course of flexible pavements, J Mater Civ Eng, 30, 04018124, 10.1061/(ASCE)MT.1943-5533.0002320 Chen, 2018, Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part I: Experimental investigation, Soil Dyn Earthq Eng, 107, 279, 10.1016/j.soildyn.2018.01.012 Jerard, L, Arun, S., 2018. Dynamic soil parameter identification using measured vibration response data of machine foundations. In: Proc. Int. Conf. Emerg. Trends Eng. Sci. Technol. (ICETEST 2018), CRC Press, p. 67–74. doi: 10.1201/9781351124140-16. Celebi, 2005, Investigation of ground vibrations induced by moving loads, Eng Struct, 27, 1981, 10.1016/j.engstruct.2005.05.011 Pradhan, 2008, Dynamic response of machine foundation on layered soil: cone model versus experiments, Geotech Geol Eng, 26, 453, 10.1007/s10706-008-9181-8 Sridhar, 2017, A review on cyclic strength of fiber reinforced soil, Int J Mater Sci, 12, 33 Jafarzadeh, 2012, Experimental study on dynamic properties of sand with emphasis on the degree of saturation, Soil Dyn Earthq Eng, 32, 26, 10.1016/j.soildyn.2011.08.003 Kumar, 2017, Evaluation of dynamic properties of sandy soil at high cyclic strains, Soil Dyn Earthq Eng, 99, 157, 10.1016/j.soildyn.2017.05.016 Chattaraj, 2016, Liquefaction potential and strain dependent dynamic properties of Kasai River sand, Soil Dyn Earthq Eng, 90, 467, 10.1016/j.soildyn.2016.07.023 Payan, 2017, Characterization of the small-strain dynamic behaviour of silty sands; contribution of silica non-plastic fines content, Soil Dyn Earthq Eng, 102, 232, 10.1016/j.soildyn.2017.08.008 Li, 2017, Dynamic properties of polypropylene fibre-reinforced silica quarry sand, Soil Dyn Earthq Eng, 100, 224, 10.1016/j.soildyn.2017.05.035 Chauhan, 2008, Performance evaluation of silty sand subgrade reinforced with fly ash and fibre, Geotext Geomembranes, 26, 429, 10.1016/j.geotexmem.2008.02.001 Ghorbani, 2019, Dynamic characterization of sand stabilized with cement and RHA and reinforced with polypropylene fiber, J Mater Civ Eng, 31, 04019095, 10.1061/(ASCE)MT.1943-5533.0002727 Abbaspour, 2019, Reuse of waste tire textile fibers as soil reinforcement, J Clean Prod, 207, 1059, 10.1016/j.jclepro.2018.09.253 Narani, 2019, Sustainable reuse of Waste Tire Textile Fibers (WTTFs) as reinforcement materials for expansive soils: with a special focus on landfill liners/covers, J Clean Prod Abbaspour, 2020, Strength and swelling properties of a Waste Tire Textile Fiber (WTTF)-reinforced expansive soil, Geosynth Int, 10.1680/jgein.20.00010 Abbaspour, 2020, Evaluation of the behavior of a subgrade soil reinforced by waste tire textile fibers under static and cyclic loading, J Mater Civ Eng, 10.1061/(ASCE)MT.1943-5533.0003279 Salour, 2016, Characterisation of permanent deformation of silty sand subgrades from multistage RLT tests, Procedia Eng, 143, 300, 10.1016/j.proeng.2016.06.038 Saberian, 2019, Evaluation of permanent deformation of a new pavement base and subbase containing unbound granular materials, crumb rubber and crushed glass, J Clean Prod, 230, 38, 10.1016/j.jclepro.2019.05.100 Saberian, 2018, Investigation of the mechanical properties and carbonation of construction and demolition materials together with rubber, J Clean Prod, 202, 553, 10.1016/j.jclepro.2018.08.183 Gu, 2017, Characterization and prediction of permanent deformation properties of unbound granular materials for Pavement ME Design, Constr Build Mater, 155, 584, 10.1016/j.conbuildmat.2017.08.116 Tao, 2010, Application of shakedown theory in characterizing traditional and recycled pavement base materials, J Transp Eng, 136, 214, 10.1061/(ASCE)0733-947X(2010)136:3(214) Werkmeister S. Permanent Deformation Behaviour of Unbound Granular Materials in Pavement Constructions; 2003. Tseng K, Lytton R. Prediction of permanent deformation in flexible pavements materials, implication of aggregates in the design, construction, and performance of flexible pavements. ASTM STP 1016 West Conshohocken, Pennsylvania Am Soc Test Mater 1989:154–72. doi: 10.1520/stp24562s. ASTM D854 -10. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM Int West Conshohocken, PA 2010:1–7. doi: 10.1520/D0854-10.2. ASTM D1140 – 00. Standard Test Methods for Amount of Material in Soils Finer than No . 200 (75-µm). ASTM Int West Conshohocken, PA 2007:1–4. doi: 10.1520/D1140-00R06.2. ASTM D4318-10. Standard Test Method for Liquid Limit, Plastic Limit and Plasity Index of Soils. ASTM Int West Conshohocken, PA 2010:1–16. doi: 10.1520/D4318-10.strongly. ASTM D2487-10. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM Int West Conshohocken, PA 2010:1–10. doi: 10.1520/D2487-11. ASTM D885M-10A e1. Standard Test Methods for Tire Cords, Tire Cord Fabrics, and Industrial Filament Yarns Made from Manufactured Organic-Base Fibers. ASTM Int West Conshohocken, PA 2014:1–31. doi: 10.1520/D0885_D0885M-10AR14E01. ASTM D5591-04. Standard Test Method for Thermal Shrinkage Force of Yarn and Cord With a Thermal Shrinkage Force Tester. ASTM Int West Conshohocken, PA 2016:1–4. doi: 10.1520/D5591-04R16. ASTM D698-12e2. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM Int West Conshohocken, PA 2012; 3:1–13. doi: www.astm.org, DOI: 10.1520/D0698. AASHTO-T307. Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials 2007:1–8. Huang YH, Yang H. Pavement analysis and design. Pearson/Prentice Hall; 2004. Saberian, 2019, Long-term permanent deformation behaviour of recycled concrete aggregate with addition of crumb rubber in base and sub-base applications, Soil Dyn Earthq Eng, 121, 436, 10.1016/j.soildyn.2019.03.029 Lekarp F, Isacsson U, Dawson A. State of the Art. I: resilient response of unbound aggregates. J Transp Eng 2000; 126:66–75. doi: 10.1061/(ASCE)0733-947X(2000)126:1(66). ARA ARA. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures (NCHRP 1-37A); 2004. Saberian, 2018, Permanent deformation behaviour of pavement base and subbase containing recycle concrete aggregate, coarse and fine crumb rubber, Constr Build Mater, 178, 51, 10.1016/j.conbuildmat.2018.05.107 Prakash, 1981 Al-Refeai, 1998, Dynamic and static characterization of polypropylene fiber-reinforced dune sand, Geosynth Int, 5, 443, 10.1680/gein.5.0132 Nair, 2014, Cyclic loading behaviour of reinforced soil–aggregate bases, Proc Inst Civ Eng - Gr Improv, 167, 88 Abbaspour M, Narani SS, Aflaki E, Moghadas Nejad F. Evaluation of the behavior of a subgrade soil reinforced by waste tire textile fibers under static and cyclic loading. J Mater Civ Eng 2020; in press. doi: 10.1061/(ASCE)MT.1943-5533.0003279. Chopra AK. Dynamics of Structures : International Edition. 4th ed. Pearson Higher Ed; 2015. Qi, 2018, Effect of rubber crumbs on the cyclic behavior of steel furnace slag and coal wash mixtures, J Geotech Geoenvironmental Eng, 144, 04017107, 10.1061/(ASCE)GT.1943-5606.0001827 Li, 2016, Dynamic behavior and liquefaction analysis of recycled-rubber sand mixtures, J Mater Civ Eng, 28, 04016122, 10.1061/(ASCE)MT.1943-5533.0001629 Kokusho, 1980, Cyclic triaxial test of dynamic soil properties for wide strain range, SOILS Found, 20, 45, 10.3208/sandf1972.20.2_45