This article presents an overview on poroelastodynamic models and some analytical
solutions. A brief summary of Biot's theory and of other poroelastic dynamic governing …

In this review paper, we concentrate on the use of boundary integral equation (BIE) based
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …

In terms of the three‐field formulation of Biot's dynamic consolidation theory, the numerical
manifold method (NMM) is developed, where the same approximation to skeleton …

By introduction of two scalar potentials, an analytical method is developed for the solution of
poroelastodynamic boundary value problems in transversely isotropic fluid-saturated …

In this work, we attempt to collect all available fundamental solutions in 3D elastodynamics
that would be suitable for use in Boundary Element Method (BEM) formulations. Given that …

In this paper, a finite element (FE)/fast multipole boundary element (FMBE)‐coupling method
is presented for modeling fluid–structure interaction problems numerically. Vibrating …

In geotechnical earthquake engineering, wave propagation plays a fundamental role in
engineering applications related to the dynamic response of geotechnical structures and to …

We present a novel dynamic poroelastic model for soil consolidation in an isotropic
homogeneous fluid saturated porous media. A nonlocal integral‐type continuum damage …

This paper presents a numerical approach for computing solutions to Biot's fully dynamic
model of saturated porous media with incompressible solid and fluid phases. Spatial …

In this paper the coupled equations governing the dynamic behavior of unsaturated soils are
derived based on the poromechanics theory within the framework of the suction-based …