AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is obtained using the Fourier transform and the potential decomposition methods. The 2.5-D Green’s function corresponds to the solutions for the following two problems: the point force applied to the solid skeleton, and the dilatation source applied within the pore fluid. By performing the Fourier transform on the governing equations for the 3-D Green’s function, the governing differential equations for the two parts of the 2.5-D Green’s function are established and then solved to obtain the dynamic 2.5-D Green’s function. The derived 2.5-D Green’s function for saturated porous media is verified through comparison with the existing solution for ...
A consistent and unified formulation of Green’s functions for wave propagation in poroelastic solids...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
Based on Biot's theory, the dynamic 2.5-D Green's function for a saturated porous medium is obtained...
The 3-D boundary integral equation is derived in terms of the reciprocal work theorem and used along...
AbstractThe 3-D boundary integral equation is derived in terms of the reciprocal work theorem and us...
International audienceThe purpose of this paper is to study Green functions for porous saturated med...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
AbstractBased on the Porous Media Theory (PMT), a mathematical model of space-axisymmetrical problem...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractIn this paper, an analytical solution for the dynamic response of a half-space porous medium...
The mechanical behavior of porous media is governed by the interaction between its solid skeleton an...
AbstractThe macroscopic description of the dynamical behavior of a porous solid composed of two nonw...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
A consistent and unified formulation of Green’s functions for wave propagation in poroelastic solids...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...
AbstractBased on Biot’s theory, the dynamic 2.5-D Green’s function for a saturated porous medium is ...
Based on Biot's theory, the dynamic 2.5-D Green's function for a saturated porous medium is obtained...
The 3-D boundary integral equation is derived in terms of the reciprocal work theorem and used along...
AbstractThe 3-D boundary integral equation is derived in terms of the reciprocal work theorem and us...
International audienceThe purpose of this paper is to study Green functions for porous saturated med...
AbstractIn this article, primarily a brief discussion about the formulation of unsaturated soils inc...
AbstractBased on the Porous Media Theory (PMT), a mathematical model of space-axisymmetrical problem...
International audienceThis paper aims at obtaining a 3D fundamental solution for unsaturated soils u...
AbstractIn this paper, an analytical solution for the dynamic response of a half-space porous medium...
The mechanical behavior of porous media is governed by the interaction between its solid skeleton an...
AbstractThe macroscopic description of the dynamical behavior of a porous solid composed of two nonw...
This paper presents a three-dimensional boundary element formulation for the steady-state dynamic an...
A consistent and unified formulation of Green’s functions for wave propagation in poroelastic solids...
AbstractThe presented paper has been dedicated to complete the closed form three-dimensional fundame...
This paper deals with the stabilization of the poroelasticity system, in the incompressible fully dy...