Effect of randomly distributed polypropylene fiber reinforcement on the shear behavior of sandy soil

[1] Abtahi, M.,, Ebadi, F., Hejazi, M., Sheikhzadeh, M. (2008). On the use of textile fibers to achieve mechanical soil stabilization. In: 4th Inttex cloth des conf, Dubrovnik, Croatia; 5–8 October.AbtahiM.EbadiF.HejaziM.SheikhzadehM.2008On the use of textile fibers to achieve mechanical soil stabilization4th Inttex cloth des confDubrovnik, Croatia;5–8Search in Google Scholar

[2] Ahmad, F., Mujah, D., Hazarika, H., and Safari, A. (2012). Assessing the potential reuse of recycled glass fibre in problematic soil applications, Journal of Cleaner Production, 35, 102–107.AhmadF.MujahD.HazarikaH.SafariA.2012Assessing the potential reuse of recycled glass fibre in problematic soil applications, Journal of Cleaner Production35102–10710.1016/j.jclepro.2012.05.047Search in Google Scholar

[3] Al Refeai, O. (1991). Behaviour of granular soils reinforced with discrete randomly oriented inclusions. GeotextGeomembr,10, 319–33.Al RefeaiO.1991Behaviour of granular soils reinforced with discrete randomly oriented inclusionsGeotextGeomembr10319–3310.1016/0266-1144(91)90009-LSearch in Google Scholar

[4] Arab, A., Shahrour, I., Lancelot, L. (2011). Alaboratory study of liquefaction of partially saturated sand. J. Iber. Geol. 37(1), 29–36.ArabA.ShahrourI.LancelotL.2011Alaboratory study of liquefaction of partially saturated sandJ. Iber. Geol37129–3610.5209/rev_JIGE.2011.v37.n1.2Search in Google Scholar

[5] ASTM D 422-63. Standard test methods for particle-size analysis of soils. West Conshohoken, PA: ASTM International.ASTM D 422-63. Standard test methods for particle-size analysis of soilsWest Conshohoken, PAASTM InternationalSearch in Google Scholar

[6] ASTM D 4253-00. Standard test methods for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, PA: ASTM International.ASTM D 4253-00Standard test methods for maximum index density and unit weight of soils using a vibratory tableWest Conshohocken, PAASTM InternationalSearch in Google Scholar

[7] ASTM D4254-00. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. West Conshohoken, PA: ASTM International.ASTM D4254-00Standard test methods for minimum index density and unit weight of soils and calculation of relative densityWest Conshohoken, PAASTM InternationalSearch in Google Scholar

[8] ASTM D854-02. Standard test methods for Specific Gravity of Soil Solids by Water Pycnometer. West Conshohocken, PA: ASTM International.ASTM D854-02Standard test methods for Specific Gravity of Soil Solids by Water PycnometerWest Conshohocken, PAASTM InternationalSearch in Google Scholar

[9] Belkhatir, M., Missoum, H., Arab, A., Della, N. and Schanz, T. (2011). The undrained shear strength characteristics of silty sand: an experimental study of the effect of fines. Geologia Croatica, 64(1), 31–39.BelkhatirM.MissoumH.ArabA.DellaN.SchanzT.2011The undrained shear strength characteristics of silty sand: an experimental study of the effect of finesGeologia Croatica64131–3910.4154/GC.2011.03Search in Google Scholar

[10] 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(6), 2469–2479. doi.org/10.1007/s12665-013-2289-zBelkhatirM.SchanzT.ArabA.2013Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures, EnvironEarth Sci7062469–2479doi.org/10.1007/s12665-013-2289-z10.1007/s12665-013-2289-zSearch in Google Scholar

[11] Benessalah,I., Arab, A., Villard, P., Sadek, M., Kadri, A. (2015). Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass-fibers content and other parameters. Arab J SciEng 41(4), 1343–1353.BenessalahI.ArabA.VillardP.SadekM.KadriA.2015Laboratory study on shear strength behaviour of reinforced sandy soil: effect of glass-fibers content and other parametersArab J SciEng4141343–135310.1007/s13369-015-1912-6Search in Google Scholar

[12] Consoli C, Festugato L, Heineck S. (2009). Strain-hardening behaviour of fiber reinforced sand in view of filament geometry. Geosynth Int, 16, 109–15.ConsoliCFestugatoLHeineckS.2009Strain-hardening behaviour of fiber reinforced sand in view of filament geometryGeosynth Int16109–1510.1680/gein.2009.16.2.109Search in Google Scholar

[13] Della, N., Arab, A., Belkhatir, M. (2011). A laboratory study of the initial structure and the overconsolidation effects on the undrained monotonic behavior of sandy soil from Chlef region in northern Algeria. Arab. J. Geosci. 4(5–6), 983–991.DellaN.ArabA.BelkhatirM.2011A laboratory study of the initial structure and the overconsolidation effects on the undrained monotonic behavior of sandy soil from Chlef region in northern AlgeriaArab. J. Geosci45–6983–99110.1007/s12517-010-0178-2Search in Google Scholar

[14] Denine, S., Della, N., Dlawar, M. R., Sadok, F., Canou, J., Dupla, J.-C. (2016). Effect of geotextile reinforcement on shear strength of sandy soil: laboratory study. Stud Geotech et Mech, 38 (4), 3–13.DenineS.DellaN.DlawarM. R.SadokF.CanouJ.DuplaJ.-C.2016Effect of geotextile reinforcement on shear strength of sandy soil: laboratory studyStud Geotech et Mech3843–1310.1515/sgem-2016-0026Search in Google Scholar

[15] Diambra, A., Ibraim, E., Wood, D.M., Russell, A.R. (2010). Fibre reinforced sands: experiments and modelling. Geotextiles and Geomembranes, 28(3), 238–250.DiambraA.IbraimE.WoodD.M.RussellA.R.2010Fibre reinforced sands: experiments and modellingGeotextiles and Geomembranes283238–25010.1016/j.geotexmem.2009.09.010Search in Google Scholar

[16] Durville, J.L., Meneroud, J.P. (1982). Phenomenes geomorphologiques induits par le seisme d’El-Asnam, Algerie. Bull. Liaison Labo. P. et Ch., 120, juillet-aout, , 13–23.DurvilleJ.L.MeneroudJ.P.1982Phenomenes geomorphologiques induits par le seisme d’El-Asnam, AlgerieBull. Liaison Labo. P. et Ch., 120, juillet-aout13–23Search in Google Scholar

[17] Ghiassian, H., Jamshidi, R., Tabarsa. A. (2008). Dynamic performance of Toyoura sand reinforced with randomly distributed carpet waste strips. In: 4th Dec geol earth eng and soil dyn conf, Sacramento, California, USA, May, 18–22.GhiassianH.JamshidiR.TabarsaA.2008Dynamic performance of Toyoura sand reinforced with randomly distributed carpet waste strips4th Dec geol earth eng and soil dyn confSacramento, California, USA18–2210.1061/40975(318)44Search in Google Scholar

[18] Gray, D.H., Ohashi, H., (1983). Mechanics of fiber reinforcement in sands. Journal of Geotechnical Engineering, ASCE 109(3), 335–353.GrayD.H.OhashiH.1983Mechanics of fiber reinforcement in sandsJournal of Geotechnical Engineering, ASCE1093335–35310.1061/(ASCE)0733-9410(1983)109:3(335)Search in Google Scholar

[19] Greenwood, J., Norris, E., Wint, J. (2004). Assessing the contribution of vegetation to slope stability. Geotech Eng, Proc the ICE, GE4, 199–207.GreenwoodJ.NorrisE.WintJ.2004Assessing the contribution of vegetation to slope stabilityGeotech Eng, Proc the ICE, GE4199–20710.1680/geng.2004.157.4.199Search in Google Scholar

[20] Greenwood J. SLIP4EX (2006). a program for routine slope stability analysis to include the effects of vegetation, reinforcement and hydrological changes. GeotechGeolEng,24, 449–65.GreenwoodJ. SLIP4EX2006a program for routine slope stability analysis to include the effects of vegetation, reinforcement and hydrological changesGeotechGeolEng24449–6510.1007/978-1-4020-5593-5_18Search in Google Scholar

[21] Haeri, S.M., Noorzad, R., Oskoorouchi, A.M., (2000. Effect of geotextile reinforcement on the mechanical behavior of sand, Geotextiles and Geomembranes, 18(6), 385–402.HaeriS.M.NoorzadR.OskoorouchiA.M.(2000. Effect of geotextile reinforcement on the mechanical behavior of sand, Geotextiles and Geomembranes186385–40210.1016/S0266-1144(00)00005-4Search in Google Scholar

[22] Ibraim, E., Diambra, A., Muir Wood, D., Russell, A.R. (2010). Static liquefaction of fibre reinforced sand under monotonic Loading. Geotextiles and Geomembranes, 28 (4), 374–385.IbraimE.DiambraA.Muir WoodD.RussellA.R.2010Static liquefaction of fibre reinforced sand under monotonic LoadingGeotextiles and Geomembranes284374–38510.1016/j.geotexmem.2009.12.001Search in Google Scholar

[23] Jamshidi, R., Towhata, I., Ghiassian, H., Tabarsa, R. (2010). Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill. Soil Dyn Earthq Eng, 30, 438–46.JamshidiR.TowhataI.GhiassianH.TabarsaR.2010Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfillSoil Dyn Earthq Eng30438–4610.1016/j.soildyn.2009.12.017Search in Google Scholar

[24] Kim, Y.S., Oh, S.W., Cho, D.S. (2010) Effect of non-woven geotextile reinforcement on mechanical behavior of sand, J. Korean Geosynthetics Society, 9(4), 39–45.KimY.S.OhS.W.ChoD.S.2010Effect of non-woven geotextile reinforcement on mechanical behavior of sand, JKorean Geosynthetics Society9439–45Search in Google Scholar

[25] Krim, A., Zitouni, Z., Arab, A., Belkhatir, M. (2013) Identification of the behavior of sandy soil to static liquefaction and microtomography. Arab. J. Geosci. 6(7), 2211–2224.KrimA.ZitouniZ.ArabA.BelkhatirM.2013Identification of the behavior of sandy soil to static liquefaction and microtomographyArab. J. Geosci672211–222410.1007/s12517-012-0534-5Search in Google Scholar

[26] Liu, J., Wang, G., Kamai, T., Zhang, F, Yang, J., Shi, B. (2011). Static liquefaction behaviour of saturated fiber-reinforced sand in undrained ring-shear tests, Geotextile and Geomembranes, 29(5), 462–471.LiuJ.WangG.KamaiT.ZhangF, Yang, J.ShiB.2011Static liquefaction behaviour of saturated fiber-reinforced sand in undrained ring-shear tests, Geotextile and Geomembranes295462–47110.1016/j.geotexmem.2011.03.002Search in Google Scholar

[27] Maher, M.H., Gray, D.H. (1990). Static response of sand reinforced with fibres. Journal of Geotechnical Engineering, ASCE 116 (11), 1661–1677.MaherM.H.GrayD.H.1990Static response of sand reinforced with fibresJournal of Geotechnical Engineering, ASCE116111661–167710.1061/(ASCE)0733-9410(1990)116:11(1661)Search in Google Scholar

[28] Micha1owski, R.L., Cermak, J. (2002). Strength anisotropy of fiber-reinforced sand. Computers and Geotechnics 29(4), 279–299.Micha1owskiR.L.CermakJ.2002Strength anisotropy of fiber-reinforced sandComputers and Geotechnics294279–29910.1016/S0266-352X(01)00032-5Search in Google Scholar

[29] Michalowiski L, Zhao A. (1996). Failure of fiber-reinforced granular soils. J Geotech Eng ASCE, 122(3), 226–34.MichalowiskiLZhaoA.1996Failure of fiber-reinforced granular soilsJ Geotech Eng ASCE1223226–3410.1061/(ASCE)0733-9410(1996)122:3(226)Search in Google Scholar

[30] Nouri, S., Nechnech, A., Lamri, B., Lurdes Lopes, M. (2015). Triaxial test of drained test reinforced with plastic layers, Arab. J.Geosci., 9(1), 1–9.NouriS.NechnechA.LamriB.Lurdes LopesM.2015Triaxial test of drained test reinforced with plastic layers, ArabJ.Geosci911–910.1007/s12517-015-2017-ySearch in Google Scholar

[31] Prabakar, J., Sridhar, R.S. (2002). Effect of random inclusion of sisal fibre on strength behaviour of soil, Construction and Building Materials, 16(2), 123–131.PrabakarJ.SridharR.S.2002Effect of random inclusion of sisal fibre on strength behaviour of soilConstruction and Building Materials162123–13110.1016/S0950-0618(02)00008-9Search in Google Scholar

[32] Park, T., Ann Tan, S., (2005). Enhanced performance of reinforced soil walls by the inclusion of short fiber, Geotexiles and Geomembranes 23(4), 348–361.ParkT.Ann TanS.2005Enhanced performance of reinforced soil walls by the inclusion of short fiberGeotexiles and Geomembranes234348–36110.1016/j.geotexmem.2004.12.002Search in Google Scholar

[33] Ranjan, G., Vasan, R.M., and Charan, H.D. (1994). Behaviour of plastic fiber reinforced sand. Geotextiles and Geomembranes, 13(8), 555–565.RanjanG.VasanR.M.CharanH.D.1994Behaviour of plastic fiber reinforced sandGeotextiles and Geomembranes138555–56510.1016/0266-1144(94)90019-1Search in Google Scholar

[34] Romero, R.J. (2003). Development of a constitutive model for fiber-reinforced soils. Dissertation submitted in partial fulfillment for the requirements of the Doctoral Degree, University of Missouri-Columbia.RomeroR.J.2003Development of a constitutive model for fiber-reinforced soils. Dissertation submitted in partial fulfillment for the requirements of the Doctoral DegreeUniversity of Missouri-ColumbiaSearch in Google Scholar

[35] Santoni L, Tingle S, Webster L. (2001). Engineering properties of sand–fiber mixtures for road construction, J. Geotech. Geoenviron. Eng., 127(3), 258–68.SantoniLTingleSWebsterL.2001Engineering properties of sand–fiber mixtures for road construction, JGeotech. Geoenviron. Eng1273258–6810.1061/(ASCE)1090-0241(2001)127:3(258)Search in Google Scholar

[36] Denine, S., Della N., Feia S., Muhammed, R.D., Canou, J., Dupla, J.-C. (2018). Shear behavior of geotextile-reinforced Chlef sand in the Mediterranean region: Laboratory investigation, Marine Georesources&Geotechnology, accepted, published online.DenineS.DellaN.FeiaS.MuhammedR.D.CanouJ.DuplaJ.-C.2018Shear behavior of geotextile-reinforced Chlef sand in the Mediterranean region: Laboratory investigation, Marine Georesources&Geotechnology, acceptedpublished online10.1080/1064119X.2018.1466224Search in Google Scholar

[37] Tingle, S., Santoni, S., Webster, L., (2002). Full-scale field tests of discrete fiber-reinforced sand, J. Trans. Eng. ASCE;128(1): 9–16.TingleS.SantoniS.WebsterL.2002Full-scale field tests of discrete fiber-reinforced sand, JTrans. Eng. ASCE12819–1610.1061/(ASCE)0733-947X(2002)128:1(9)Search in Google Scholar

[38] Wei, L., Chai, S.X., Zhang, H.Y., Qian Shi, Q. (2018). Mechanical properties of soil reinforced with both lime and four kinds of fiber, Construction and Building Materials, 172, 300308.WeiL.ChaiS.X.ZhangH.Y.Qian ShiQ.2018Mechanical properties of soil reinforced with both lime and four kinds of fiber, Construction and Building Materials17230030810.1016/j.conbuildmat.2018.03.248Search in Google Scholar

[39] Khebizi, W., Della, N., Denine, S., Canou? J., Dupla, J-C. (2018). Undrained behaviour of polypropylene fibre reinforced sandy soil under monotonic loading, Geomechanics and Geoengineering, 14(1), 3040.KhebiziW.DellaN.DenineS.Canou?J.DuplaJ-C.2018Undrained behaviour of polypropylene fibre reinforced sandy soil under monotonic loadingGeomechanics and Geoengineering141304010.1080/17486025.2018.1508855Search in Google Scholar

[40] Wu, T., McOmber, M., Erb, T., Beal, E. (1988). Study of soil–root interaction. J GeotechEng ASCE; 114 (12):1351–1375.WuT.McOmberM.ErbT.BealE.1988Study of soil–root interactionJ GeotechEng ASCE;114121351–137510.1061/(ASCE)0733-9410(1988)114:12(1351)Search in Google Scholar

[41] Yetimoglu, T., Salbas, O.A. (2003). Study on shear strength of sands reinforced with randomly distributed discrete fibers, Geotextiles and Geomembranes, 21 (2), 103–110.YetimogluT.SalbasO.A.2003Study on shear strength of sands reinforced with randomly distributed discrete fibersGeotextiles and Geomembranes212103–11010.1016/S0266-1144(03)00003-7Search in Google Scholar

[42] Zornberg, G. (2002). Discrete framework for limit equilibrium analysis of fiber reinforced soil. Géotechnique, 52(8), 593–604ZornbergG.2002Discrete framework for limit equilibrium analysis of fiber reinforced soilGéotechnique528593–60410.1680/geot.2002.52.8.593Search in Google Scholar