Modelling the Thermo-plasticity of Unsaturated Soils
This paper presents a highly-coupled thermo-plasticity model for unsaturated soils.The effect of temperature on the mechanics of unsaturated soils is briefly addressed.Then the equations of the developed model,so-called ACMEGTS,are detailed.Finally,the model is validated by the means of comparisons with experiments.This constitutive model constitutes an effectivetoolfor modelling the thermo-hydro-mechanical (THM) behaviour of geomaterials involved in the confinement of nuclear waste disposal.
Bertrand Francois Lyesse Laloui
BATirDepartment,Université Libre de Bruxelles,Belgium SoilMechanicsLaboratory,Ecole Polytechnique Fédérale de Lausanne,Switzerland
国际会议
北京
英文
535-540
2012-10-15(万方平台首次上网日期,不代表论文的发表时间)