Add to ORKGInternational audienceIn this paper, the boundary integral equations are presented for the set of fully coupled governing differential equations of hydro-mechanical behaviour of unsaturated porous media subjected to dynamic loadings in frequency domain. These boundary integral equations are derived via the use of weighted residuals method for the first time in a way that permits an easy discretization and implementation in a Boundary Element code. The formulation is accomplished using the solid skeleton displacement, water pressure and gas pressure as independent variables
The 3-D boundary integral equation is derived in terms of the reciprocal work theorem and used along...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
For the analysis of the dynamic behaviour of liquid-storage-tanks, in many cases, the interaction of...
International audienceThe boundary integral equations are presented for the set of fully coupled gov...
International audienceIn this paper, the coupled equations governing the dynamic behaviour of unsatu...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
International audienceThe site effects generated by topographical features are among the sources of ...
International audienceIt has long been recognized that surface topographies can have crucial influen...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
The mechanical behavior of porous media is governed by the interaction between its solid skeleton an...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
The present research is dedicated to a problem of a soil dynamics in case when media is subjected to...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractThe 3-D boundary integral equation is derived in terms of the reciprocal work theorem and us...
The 3-D boundary integral equation is derived in terms of the reciprocal work theorem and used along...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
For the analysis of the dynamic behaviour of liquid-storage-tanks, in many cases, the interaction of...
International audienceThe boundary integral equations are presented for the set of fully coupled gov...
International audienceIn this paper, the coupled equations governing the dynamic behaviour of unsatu...
International audienceIn this paper the coupled equations governing the dynamic behavior of unsatura...
International audienceThe site effects generated by topographical features are among the sources of ...
International audienceIt has long been recognized that surface topographies can have crucial influen...
International audienceThis paper aims at obtaining boundary integral formulations as well as three d...
The mechanical behavior of porous media is governed by the interaction between its solid skeleton an...
International audienceThis paper aims at obtaining an advanced formulation of the time -domain Bound...
The present research is dedicated to a problem of a soil dynamics in case when media is subjected to...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractThe 3-D boundary integral equation is derived in terms of the reciprocal work theorem and us...
The 3-D boundary integral equation is derived in terms of the reciprocal work theorem and used along...
The purpose of this dissertation is to develop a boundary element method (BEM) for multiphase porous...
For the analysis of the dynamic behaviour of liquid-storage-tanks, in many cases, the interaction of...