000124852 001__ 124852
000124852 005__ 20181203021242.0
000124852 037__ $$aARTICLE
000124852 245__ $$aFinite element modelling of thermo-elasto-plastic water saturated porous materials
000124852 269__ $$a2008
000124852 260__ $$c2008
000124852 336__ $$aJournal Articles
000124852 520__ $$aThe purpose of this paper is to present a new finite element formulation for the hydro-thermo-mechanical analysis of elasto-plastic multiphase materials based on Porous Media Mechanics. To this end, the ACMEG-T thermo-plastic constitutive model for saturated soils has been implemented in the finite element code COMES-GEO. Validation of the implemented model is made by selected comparison between model simulation and experimental results for different combinations of thermo-hydro-mechanical loading paths. A case of non-isothermal elasto-plastic consolidation is also shown.
000124852 6531_ $$athermo-elastoplasticity
000124852 6531_ $$awater saturated porous materials
000124852 6531_ $$afinite element method
000124852 6531_ $$aisotropic compression test
000124852 6531_ $$atriaxial test
000124852 6531_ $$aconsolidation
000124852 700__ $$aSanavia, Lorenzo
000124852 700__ $$0240387$$aFrançois, Bertrand$$g164542
000124852 700__ $$aBortolotto, R.
000124852 700__ $$aLuison, L.
000124852 700__ $$0240226$$aLaloui, Lyesse$$g105611
000124852 773__ $$j38$$q7-24$$tJournal of Theoretical and Applied Mechanics
000124852 8564_ $$s852114$$uhttps://infoscience.epfl.ch/record/124852/files/Paper%20Francois%20-%20Laloui%20et%20al.pdf$$zn/a
000124852 909C0 $$0252080$$pLMS$$xU10264
000124852 909CO $$ooai:infoscience.tind.io:124852$$particle$$pENAC
000124852 937__ $$aLMS-ARTICLE-2008-022
000124852 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000124852 980__ $$aARTICLE