Add to ORKGInternational audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils under dynamic loadings in Laplace transform domain using the method of Hörmander. These solutions can be used, afterwards, in a convolution quadrature method (CQM)-based boundary element formulations in order to model the wave propagation phenomena in such media in time domain
International audienceIt has long been recognized that surface topographies can have crucial influen...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
Wave propagation phenomena in poroelastic continua are modeled with a Boundary Element (BE) formulat...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThe site effects generated by topographical features are among the sources of ...
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...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
One of the principal criteria for development of the boundary element method (BEM) in porous media i...
International audienceIt has long been recognized that surface topographies can have crucial influen...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
Wave propagation phenomena in poroelastic continua are modeled with a Boundary Element (BE) formulat...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
AbstractIn this paper, the closed form two-dimensional fundamental solutions for a non-isothermal un...
International audienceThe site effects generated by topographical features are among the sources of ...
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...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
One of the principal criteria for development of the boundary element method (BEM) in porous media i...
International audienceIt has long been recognized that surface topographies can have crucial influen...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
Wave propagation phenomena in poroelastic continua are modeled with a Boundary Element (BE) formulat...