Effect of polypropylene fiber-reinforcement on the mechanical behavior of silty clay

Andra, 2005. Centre de stockage de l’Aube: Structure expérimentale de couverture, interprétation des mesures, rapport Hydroexpert. Al Wahab, 1995, Using fibers to reduce tension cracks and shrink/swell in a compacted clay, 791 Camp, 2007, vol. 113 Camp, 2009, Proposed protocol for characterizing a clay layer subjected to bending, Geotechnical Testing Journal, 32, 273 Camp, 2010, Landfill clay barrier subjected to cracking: multi-scale analysis of bending tests, Applied Clay Science, 48, 384, 10.1016/j.clay.2010.01.011 Caquot, 1966 Consoli, 2002, Engineering behavior of a sand reinforced with plastic waste, Journal of Geotechnical and Geoenvironmental Engineering, 128, 462, 10.1061/(ASCE)1090-0241(2002)128:6(462) Consoli, 2009, Fiber reinforcement effects on sand considering a wide cementation range, Geotextiles and Geomembranes, 27, 196, 10.1016/j.geotexmem.2008.11.005 Dall’Acqua, G.P., 2000. Fibre reinforced stabilized soil. PhD thesis, University of Birmingham, United Kingdom. Edelmann, L., Katzenbach, R., Amann, P., Weiss, J., 1996. Large-scale deformation tests on soil layers for landfills. In: Proc. of the 2nd Int. Congress on Environmental Geotechnics, Osaka, Japan, pp. 205–209. Liu, 2011, Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests, Geotextiles and Geomembranes, 29, 462, 10.1016/j.geotexmem.2011.03.002 Maher, 1994, Mechanical-properties of kaolinite fiber soil composite, Journal of Geotechnical and Geoenvironmental Engineering, 129, 1381, 10.1061/(ASCE)0733-9410(1994)120:8(1381) Miller, 2004, Fiber reinforcement for waste containment soil liners, Journal of Environmental Engineering, 130, 981, 10.1061/(ASCE)0733-9372(2004)130:8(891) Nataraj, 1997, Strength and deformation properties of soil reinforced with fibrillated fibers, Geosynthetics International, 4, 65, 10.1680/gein.4.0089 NF P11-300, 1992. Exécution des terrassements – Classification des matériaux utilisables dans la construction des remblais et des couches de forme d’infrastructures routières. NF P94-074, 1994. Sols: reconnaissance et essais – Essais à l’appareil triaxial de révolution – Appareillage – Préparation des éprouvettes – Essai (UU) non consolidé non drainé – Essai (Cu + U) consolidé non drainé avec mesure de pression interstitielle – Essai (CD) consolidé drainé. NF P94-077, 1997. Sols: reconnaissance et essais – Essai de compression uniaxiale. NF P94-093, 1999. Sols: reconnaissance et essais – Détermination des références de compactage d’un matériau – Essai Proctor normal. Essai Proctor modifié. Ple, 2002, Preliminary study of multiscale analysis in fibre reinforced concrete, Materials and Structures, 35, 279, 10.1617/13719 Ple, 2009, A mechanical approach for fibre-reinforced clay in landfill caps cover application, European Journal of Environmental and Civil Engineering, 13, 53, 10.1080/19648189.2009.9693085 Tang, 2007, Strength and mechanical behaviour of short polypropylene fiber reinforced and cement stabilized clayey soil, Geotextiles and Geomembranes, 25, 194, 10.1016/j.geotexmem.2006.11.002 Tang, 2010, Interfacial shear strength of fiber reinforced soil, Geotextiles and Geomembranes, 28, 54, 10.1016/j.geotexmem.2009.10.001 Viswanadham, 2002, Modelling deformation behaviour of clay liners in a small centrifuge, Canadian Geotechnical Journal, 39, 1406, 10.1139/t02-075 Viswanadham, 2009, Swelling behaviour of a geofiber-reinforced expansive soil, Geotextiles and Geomembranes, 27, 73, 10.1016/j.geotexmem.2008.06.002 XP CEN ISO/TS 17892-11, 2005. Reconnaissance et essais géotechniques – Essais de laboratoire sur les sols – Partie 11: détermination de perméabilité à charge constante et à charge variable décroisstante. Zonberg, J.G., Li, C., 2003. Design of fiber-reinforced soil. In: 12th Panamerican Conf. of Soil Mechanics and Geotech. Engrg. 2, Cambridge, MA, pp. 2193–2200.