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Article cité :
P. Villard , J.-P. Gourc , J.-C. Blivet
Rev. Fr. Geotech., 99 (2002) 23-34
Publié en ligne : 2017-10-09
Citations de cet article :
6 articles
Investigation of load transfer mechanisms in reinforced cohesive soil embankments in case of subsidence using DEM
Maria Delli Carpini, Pascal Villard and Fabrice Emeriault Geotextiles and Geomembranes 52 (5) 912 (2024) https://doi.org/10.1016/j.geotexmem.2024.05.004
Load transfer mechanisms in geotextile-reinforced embankments overlying voids: Experimental and analytical approaches
Audrey Huckert, Laurent Briançon, Pascal Villard and Patrick Garcin Geotextiles and Geomembranes 44 (3) 442 (2016) https://doi.org/10.1016/j.geotexmem.2015.06.005
Optimizing the application of geosynthetics to roads in sinkhole-prone areas on the basis of hazard models and cost-benefit analyses
Jorge P. Galve, Francisco Gutiérrez, Jesús Guerrero, Juan Alonso and Ignacio Diego Geotextiles and Geomembranes 34 80 (2012) https://doi.org/10.1016/j.geotexmem.2012.02.010
Coupling between finite and discrete element methods for the modelling of earth structures reinforced by geosynthetic
P. Villard, B. Chevalier, B. Le Hello and G. Combe Computers and Geotechnics 36 (5) 709 (2009) https://doi.org/10.1016/j.compgeo.2008.11.005
Design of geosynthetic reinforcements for platforms subjected to localized sinkholes
Pascal Villard and Laurent Briançon Canadian Geotechnical Journal 45 (2) 196 (2008) https://doi.org/10.1139/T07-083
Design of geosynthetic-reinforced platforms spanning localized sinkholes
Laurent Briançon and Pascal Villard Geotextiles and Geomembranes 26 (5) 416 (2008) https://doi.org/10.1016/j.geotexmem.2007.12.005