AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal unsaturated deformable porous medium have been derived for a symmetric polar domain in both Laplace transform and time domains. The governing differential equations of the non-isothermal unsaturated soil consist of equilibrium, moisture, air and heat transfer equations including the suction effect, temperature effect and dissolved air in water. The derived fundamental solution has been verified mathematically by comparison with the previously presented corresponding fundamental solutions in three limiting cases including the steady-state thermo-hydro-mechanical, steady-state hydro-mechanical and elastostatic fundamental solutions. Also these 2D...
Ce travail de recherche se situe dans le cadre du développement de la méthode des éléments de fronti...
Nowadays an increasing interest on thermo-hydro-mechanical analysis of multiphase porous media is ob...
One of the principal criteria for development of the boundary element method (BEM) in porous media i...
International audienceIn this paper, the closed form two-dimensional fundamental solutions for a non...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThe governing differential equations of unsaturated soils considering the ther...
International audienceIn this paper, after a brief description of the set of fully coupled governing...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
International audienceIn this article, after a brief discussion on the unsaturated soils' governing ...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
This work presents the development of a mathematical and numerical model for the analysis of the th...
Un modèle constitutif complètement couplé est présenté pour l'analyse rigoureuse de la déformation, ...
Ce travail de recherche se situe dans le cadre du développement de la méthode des éléments de fronti...
Nowadays an increasing interest on thermo-hydro-mechanical analysis of multiphase porous media is ob...
One of the principal criteria for development of the boundary element method (BEM) in porous media i...
International audienceIn this paper, the closed form two-dimensional fundamental solutions for a non...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThe governing differential equations of unsaturated soils considering the ther...
International audienceIn this paper, after a brief description of the set of fully coupled governing...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
International audienceIn this article, after a brief discussion on the unsaturated soils' governing ...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
This work presents the development of a mathematical and numerical model for the analysis of the th...
Un modèle constitutif complètement couplé est présenté pour l'analyse rigoureuse de la déformation, ...
Ce travail de recherche se situe dans le cadre du développement de la méthode des éléments de fronti...
Nowadays an increasing interest on thermo-hydro-mechanical analysis of multiphase porous media is ob...
One of the principal criteria for development of the boundary element method (BEM) in porous media i...