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Original Articles

Undrained behaviour of polypropylene fibre reinforced sandy soil under monotonic loading

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Pages 30-40 | Received 26 Nov 2017, Accepted 30 Jul 2018, Published online: 21 Aug 2018

References

  • Al-Refeai, T., 1991. Behavior of granular soils reinforced with discrete randomly oriented inclusions. Geotextiles and Geomembranes, 10, 319–333. doi:10.1016/0266-1144(91)90009lL
  • Arab, A. and Belkhatir, M., 2012. Fines content and cyclic preloading effect on liquefaction potential of silty sand: a laboratory study. Acta Polytechnica Hungarica, 9 (4), 47–64.
  • ASTM D2487, 2000. Standard practice for classification of soil for engineering purposes. (Unified Soil Classification System). PA: ASTM Philadelphia.
  • ASTM D 4253, 2000. Standard test method for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, PA: ASTM International.
  • ASTM D 422-63, 1980. Standard method for particle-size analysis of soils. West Conshohoken, PA: ASTM International.
  • ASTM D 4767, 2011. Standard test method for consolidated undrained triaxial compression test for cohesive soils. West Conshohocken, PA:ASTM International.
  • Babu, G.L.S. and Chouksey, S.K., 2011. Stress–strain response of plastic waste mixed soil. Waste Management, 31, 481–488. doi:10.1016/j.wasman.2010.09.018
  • Belkhatir, M., et al., 2010. Influence of inter granular void ratio on monotonic and cyclic undrained shear response of sandy soils. CR Mecanique, 338, 290–303. doi:10.1016/j.crme.2010.04.002
  • Belkhatir, M., et al., 2012. Experimental study of undrained shear strength of silty sand: effect of fines and gradation. Geotechnical and Geological Engineering, 30 (5), 1103–1118. doi:10.1007/s10706-012-9526-1
  • Benghalia, Y., et al., 2014. Liquefaction susceptibility study of sandy soils: effect of low plastic fines. Arab. Journal of Geosciences, 8 (2), 605–618. doi:10.1007/s12517-013-1255-0
  • Casagrande, M.D.T., Coop, M.R., and Consoli, N.C., 2006. The behavior of a fiber-reinforced bentonite at large shear displacements. Journal Geotechnical Geoenvironement Engineering, 132 (11), 1505–1508. doi:10.1061/(ASCE)1090-0241(2006)132:11(1505)
  • Chen, C.W., 2007. Drained and undrained behavior of fiber-reinforced sand. Midwest Transportation Consortium of Student Papers, Transportation Scholars Conference, Iowa State University, Ames, Iowa.
  • Chen, C.W. and Loehr, J.E., 2008. Undrained and drained triaxial tests of fiber-reinforced sand. Proceedings of the 4th Asian Regional Conference on Geosynthetics, Shanghai, 114–120.
  • Consoli, N.C., et al., 2007. Shear strength behavior of fiber-reinforced sand considering triaxial tests under distinct stress paths. Journal of Geotechnical and Geoenvironmental Engineering, 133 (11), 1466–1469. doi:10.1061/(ASCE)1090-0241(2007)133:11(1466)
  • Consoli, N.C., et al., 2009. Fiber reinforcement effects on sand considering a wide cementation range. Geotext. Geomembr., 27 (3), 196–203. doi:10.1016/j.geotexmem.2008.11.005
  • Della, N., Arab, A., and Belkhatir, M., 2011a. Influence of specimen-reconstituting method on the undrained response of loose granular soil under static loading. Acta Mechanica, 27 (5), 796–802. doi:10.1007/s10409-011-0462-8
  • Della, N., et al., 2014. Effect of fabric method on instability behavior of granular Soil. Acta Mechanica Material [Online], available from. doi:10.1007/s00707-013-1083-z.
  • Della, N., Arab, A., and Belkhatir, M., 2011b. Effect of confining pressure and depositional method on the undrained response of medium dense sand. Journal Iberian Geology, 37, 37–44.
  • Denine, S., et al., 2016. Effect of geotextile reinforcement on shear strength of sandy soil: laboratory study. Stud Geotech Mech, 38, 3–13. doi:10.1515/sgem-2016-0026
  • Diambra, A., et al., 2010. Fibre reinforced sands: experiments and modelling. Geotextiles and Geomembranes, 28, 238–250. doi:10.1016/j.geotexmem.2009.09.010
  • Dos Santos, et al., 2010. High-pressure isotropic compression tests on fiber-reinforced cemented sand. Geotechnical Geoenvironment Engineering, 136 (6), 885–890. doi:10.1061/_ASCE_GT.1943-5606.0000300
  • Eldesouky, H.M., Morsy, M.M., and Mansour, M.F., 2016. Fiber-reinforced sand strength and dilation characteristics, Ain Shams Engineering Journal, 7 (2), 517–526. doi:10.1016/j.asej.2015.06.003
  • Erdogan, D. and Altun, S., 2015. Undrained response of loose fiber reinforced sand. Journal of Science and Technology, 11 (1), 7–16. doi:10.18466/cbufbe.82988
  • Eskisar, T., Karakan, E., and Altun, S., 2016. Effects of fibre reinforcement on liquefaction behavior of poorly graded sands. Procedia Engineering, 161, 538–542. doi:10.1016/j.proeng.2016.08.688
  • Gray, D.H. and Al-Refeai, T., 1986. Behavior of fabric versus fiber-reinforced sand. Journal of Geotechnical Engineering, 112 (8), 804–820. doi:10.1061/(ASCE)0733-9410(1986)112:8(804)
  • Gray, D.H. and Ohashi, H., 1983. Mechanics of fiber reinforcement in sand. Journal of Geotechnical Engineering, 109 (3), 335–353. doi:10.1061/(ASCE)0733-9410(1983)109:3(335)
  • Hamidi, A. and Hooresfand, M., 2013. Effect of fiber reinforcement on triaxial shear behavior of cement treated sand. Geotextiles and Geomembranes, 36, 1–9. doi:10.1016/j.geotexmem.2012.10.005
  • Harikumar, M., Sankar, N., and Chandrakaran, S., 2015. Response of sand reinforced with multi-oriented PLASTIC HEXA-PODS. Soil Mechanics and Foundation Engineering, 52, 4. doi:10.1007/s11204-015-9330-z
  • Heineck, K.S., Coop, M.R., and Consoli, N.C., 2009. Effect of microrefinement of soils from very small to large shear strains. Journal Geotechnical Geoenvironment Engineering, ASCE, 31 (8), 1024–1033.
  • Ibraim, E., et al., 2010. Static liquefaction of fibre reinforced sand under monotonic Loading. Geotextiles and Geomembranes, 28 (4), 374–385. doi:10.1016/j.geotexmem.2009.12.001
  • Ibrahim, E., et al., 2012. Assessment of laboratory sample preparation for fibre reinforced sands. Canadian Geotechnical Journal, 34 (10), 69–79.
  • Liu, J., et al., 2011. Staic liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotextile and Geomembranes, 29, 462–471. doi:10.1016/j.geotexmem.2011.03.002
  • Kumar, R., Kanaujia, V.K., and Chandra, D., 1999. Engineering behavior of fiber-reinforced pond ash and silty sand. Geosynthetic International, 6 (5), 509–518. doi:10.1680/gein.6.0162
  • Layadi, K., Semmane, F., and Yelles-Chaouche, A.K., 2016. Site-effects investigation in the city of Chlef (formerly El-Asnam), Algeria, using earthquake and ambient vibration data. Bulletin of the Seismological Society of America, 106 (5). doi:10.1785/0120150365
  • Maher, M.H. and Gray, D.H., 1990. Static response of sands reinforced with randomly distributed fibers. Journal of Geotechnical Engineering, 116 (11), 1661–1677.
  • Michałowski, R.L. and Cermák, J., 2003. Triaxial compression of sand reinforced with fibers. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 129 (2), 125–136. doi:10.1061/(ASCE)1090-0241(2003)129:2(125)
  • Porcino, D., Marcianò, V., and Granata, R., 2011. Undrained cyclic response of a silicate-grouted sand for liquefaction mitigation purposes. Geomechanics and Geoengineering, 6 (3), 155–170. doi:10.1080/17486025.2011.560287
  • Ranjan, G., Vasan, R.M., and Charan, H.D., 1994. Behavior of plasticfiber reinforced sand. Geotextil and Geomembrane, 13, 555–565. doi:10.1016/0266-1144(94)90019-1
  • 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.
  • Sadek, S., Najjar, S.S., and Freiha, F., 2010. Shear strength of fiber reinforced sands. Journal Geotechnical Geoenvironment Engineering ASCE, 136 (3), 490–499. doi:10.1061/ASCE_GT.1943-5606.0000235
  • Sivakumar, B.G.L. and Vasudevan, A.K., 2008. Strength and stiffness response of coir fiber-reinforced tropical soil. Journal of Materials in Civil Engineering, ASCE, 20 (9). doi:10.1016/j.geotexmem.2007.06.004
  • Shukla, S.K., Sivakugan, N., and Singh, A.K., 2010. Analytical model for fiber-reinforced granular soils under high confining stresses. Journal Material Civil Engineering, ASCE, 22 (9), 935–942. doi:10.1061/(ASCE)MT.1943-5533.0000081
  • Yetimoglu, T. and Salbas, O.A., 2003. Study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotextiles and Geomembranes, 21 (2), 103–110. doi:10.1016/S0266-1144(03)00003-7

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