AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundamental solutions of the governing differential equations for an unsaturated deformable porous media with linear elastic behavior and a symmetric spherical domain in both Laplace transform and time domains. The governing differential equations consist of equilibrium, air and water transfer equations including the suction effect and dissolved air in water. The obtained Green’s functions have been derived exactly, for the first time, using the linear form of the governing differential equations and considering the effects of non-linearity of the governing equations and have been verified in both frequency and time domains
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
Representations for Green's functions suitable for water-wave problems involving porous structures a...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
Abstract. In this article, after a brief discussion about the formulation of unsaturated soils inclu...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
International audienceThe governing differential equations of unsaturated soils considering the ther...
International audienceIn this paper, the closed form two-dimensional fundamental solutions for a non...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
International audienceIn this paper, after a brief description of the set of fully coupled governing...
International audienceIn this paper, the coupled equations governing the dynamic behaviour of unsatu...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
Representations for Green's functions suitable for water-wave problems involving porous structures a...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
Abstract. In this article, after a brief discussion about the formulation of unsaturated soils inclu...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
International audienceThe governing differential equations of unsaturated soils considering the ther...
International audienceIn this paper, the closed form two-dimensional fundamental solutions for a non...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
International audienceIn this paper, after a brief description of the set of fully coupled governing...
International audienceIn this paper, the coupled equations governing the dynamic behaviour of unsatu...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
Representations for Green's functions suitable for water-wave problems involving porous structures a...