This paper presents a comparison of two variational formats for fully saturated porous media subjected to dynamic loading, whereby the general situation of relative fluid acceleration is considered: (1) the classical three-field (u, p, w)-format and (2) a novel two-field (u, p)-format, where the seepage velocity w is a spatially \u27local\u27 field whose treatment resembles that of internal variables in material models. The limited numerical comparison shows that the (u, p)-format competes well with the (u, p, w)-format. Indeed, it is consistent with the general acceleration modeling in the full range of permeabilities. Moreover, in the low permeability regime (where the magnitude of w is insignificant), the new format reflects the situatio...
Load-bearing road and railway structures normally consist of layers of particulate porous materials,...
© Published under licence by IOP Publishing Ltd. Equations of hydro-geo-mechanics in filtrating poro...
This study presents the formulation and implementation of a fully implicit stabilised Material Point...
This paper presents a comparison of two variational formats for fully saturated porous media subject...
The dynamics of fluid-saturated porous media is a challenging topic with applications in many engine...
The dynamics of fluid-saturated porous media is a challenging topic with applications in many engine...
The purpose of this paper is to examine the importance of different possible simplifying approximati...
The purpose of this paper is to examine the importance of different possible simplifying approximati...
The three-field formulation u-p-U is presented and is applied to solve dynamic equations for saturat...
When applying equal-order monolithic schemes for the solution of incompressible fluid saturated poro...
This contribution is concerned with a new mixed finite element formulation for geometrically linear ...
This contribution is concerned with a new mixed finite element formulation for geometrically linear ...
Load-bearing road and railway structures normally consist of layers of particulate porous materials,...
The F.E. code PLASCON3D is based on partially saturated porous media theory described in and it is a...
Abstract. Various formulations of the governing equations that describe threephase ow in porous medi...
Load-bearing road and railway structures normally consist of layers of particulate porous materials,...
© Published under licence by IOP Publishing Ltd. Equations of hydro-geo-mechanics in filtrating poro...
This study presents the formulation and implementation of a fully implicit stabilised Material Point...
This paper presents a comparison of two variational formats for fully saturated porous media subject...
The dynamics of fluid-saturated porous media is a challenging topic with applications in many engine...
The dynamics of fluid-saturated porous media is a challenging topic with applications in many engine...
The purpose of this paper is to examine the importance of different possible simplifying approximati...
The purpose of this paper is to examine the importance of different possible simplifying approximati...
The three-field formulation u-p-U is presented and is applied to solve dynamic equations for saturat...
When applying equal-order monolithic schemes for the solution of incompressible fluid saturated poro...
This contribution is concerned with a new mixed finite element formulation for geometrically linear ...
This contribution is concerned with a new mixed finite element formulation for geometrically linear ...
Load-bearing road and railway structures normally consist of layers of particulate porous materials,...
The F.E. code PLASCON3D is based on partially saturated porous media theory described in and it is a...
Abstract. Various formulations of the governing equations that describe threephase ow in porous medi...
Load-bearing road and railway structures normally consist of layers of particulate porous materials,...
© Published under licence by IOP Publishing Ltd. Equations of hydro-geo-mechanics in filtrating poro...
This study presents the formulation and implementation of a fully implicit stabilised Material Point...