We propose a new formulation along with a family of finite element schemes for the approximation of the interaction between fluid motion and linear mechanical response of a porous medium, known as Biot's consolidation problem. The steady-state version of the system is recast in terms of displacement, pressure, and volumetric stress, and both continuous and discrete formulations are analyzed as compact perturbations of invertible problems employing a Fredholm argument. In particular, the error estimates are derived independently of the Lamé constants. Numerical results indicate the satisfactory performance and competitive accuracy of the introduced methods
textLinear Poroelasticity refers to fluid flow within a deformable porous medium under the assumpti...
This work contains some of the more relevant results obtained by the author regarding the numerical ...
This paper presents a domain boundary element formulation for inelastic saturated porous media with ...
We propose a new formulation along with a family of finite element schemes for the approximation of ...
In this article, we develop a nonconforming mixed finite element method to solve Biot\u27s consolida...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
The consolidation problem in a plane strain porous elastic medium is treated by adopting a consisten...
The solution to Biot's coupled consolidation theory is usually addressed by the Finite Element (FE) ...
In this paper, a large deformation formulation for dynamic analysis of the pore fluid-solid interact...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
The use of finite element modeling for porous sound absorbing materials is often limited by the nume...
The consolidation theory was developed in a three-dimensional (3D) setting by Biot, giving rise to a...
textLinear Poroelasticity refers to fluid flow within a deformable porous medium under the assumpti...
This work contains some of the more relevant results obtained by the author regarding the numerical ...
This paper presents a domain boundary element formulation for inelastic saturated porous media with ...
We propose a new formulation along with a family of finite element schemes for the approximation of ...
In this article, we develop a nonconforming mixed finite element method to solve Biot\u27s consolida...
A stable finite element scheme that avoids pressure oscillations for a three-field Biot’s model in p...
We discuss the construction of robust preconditioners for finite element approximations of Biot’s co...
In this work, we consider the popular P1–RT0–P0 discretization of the three-field formulation of Bio...
The consolidation problem in a plane strain porous elastic medium is treated by adopting a consisten...
The solution to Biot's coupled consolidation theory is usually addressed by the Finite Element (FE) ...
In this paper, a large deformation formulation for dynamic analysis of the pore fluid-solid interact...
Biot's consolidation model in poroelasticity has a number of applications in science, medicine, and ...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
The use of finite element modeling for porous sound absorbing materials is often limited by the nume...
The consolidation theory was developed in a three-dimensional (3D) setting by Biot, giving rise to a...
textLinear Poroelasticity refers to fluid flow within a deformable porous medium under the assumpti...
This work contains some of the more relevant results obtained by the author regarding the numerical ...
This paper presents a domain boundary element formulation for inelastic saturated porous media with ...