会议专题

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

The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (第二届国际岩土本构模型研讨会(IS-Model 2012))

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)