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 …

This paper presents the formulation and implementation of a numerical procedure based on
material point method (MPM) to solve fully coupled dynamic problems that undergo large …

The effective stress principle (ESP) plays a basic role in geology and engineering problems
as it is involved in fundamental issues concerning strain and failure of rock and soil, as well …

Compressing a porous material will decrease the volume of the pore space, driving fluid out.
Similarly, injecting fluid into a porous material can expand the pore space, distorting the …

This paper has two objectives:(a) to formulate a mechanical theory of porous continua within
the framework of strong discontinuity concept commonly employed for the analysis of strain …

This paper presents a dynamic fully coupled formulation for saturated and unsaturated soils
that undergo large deformations based on material point method. Governing equations are …

Dynamics of the widespread saturated and semi-saturated soil–rock mixtures (SRMs) are of
importance in practical engineering. In this paper, a numerical manifold model is presented …

This paper presents an efficient monolithic computational homogenization model for
transient nonlinear hydro-mechanical analysis within the framework of Numerical Manifold …

In this paper, a fully coupled numerical model is presented for the finite element analysis of
the deforming porous medium interacting with the flow of two immiscible compressible …

In this work, we have developed nonlinear peridynamics models of drained and saturated
geomaterials, and applied them to simulations of dynamic fragmentation and ejecta …