Add to ORKGExistence, uniqueness, and regularity theory is developed for a general initial-boundary-value problem for a system of partial differential equations which de-scribes the Biot consolidation model in poro-elasticity as well as a coupled quasi-static problem in thermoelasticity. Additional effects of secondary consolida-tion and pore fluid exposure on the boundary are included. This quasi-static system is resolved as an application of the theory of linear degenerate evolution equations in Hilbert space, and this leads to a precise description of the dynamics of the system. 2000 Academic Press Key Words: poro-elasticity; deformable porous media; thermo-elasticity; Biot consolidation problem; coupled quasi-static; secondary consolidation; dege...
While the validity of the quasi-static Biot theory of poroelasticity is well established by a large ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
Consider the consolidation process typical of soils; this phenomenon is expected not to exhibit a un...
AbstractExistence, uniqueness, and regularity theory is developed for a general initial-boundary-val...
Abstract. We consider a coupled system of mixed hyperbolic-parabolic type which de-scribes the Biot ...
We consider a coupled system of mixed hyperbolic-parabolic type which describes the Biot consolidati...
The response of elastic porous media under applied loads consists of an instantaneous deformation fo...
We study unsaturated poroelasticity, i.e., coupled hydro-mechanical processes in variably saturated ...
The response of elastic porous media under applied loads consists of an instantaneous deformation fo...
We undertake a formal derivation of a linear poro-thermo-elastic system within the framework of quas...
We study unsaturated poroelasticity, i.e., coupled hydro-mechanical processes in variably saturated ...
Professeur Jacqueline Fleckinger, Toulouse I, Présidente du jury Professeur Bernard Hanouzet, Bordea...
Abstract. A model is developed for the ow of a slightly compressible uid through a saturated inela...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
This paper studies a model for thermoelasticity where the body has a double porosity structure. Ther...
While the validity of the quasi-static Biot theory of poroelasticity is well established by a large ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
Consider the consolidation process typical of soils; this phenomenon is expected not to exhibit a un...
AbstractExistence, uniqueness, and regularity theory is developed for a general initial-boundary-val...
Abstract. We consider a coupled system of mixed hyperbolic-parabolic type which de-scribes the Biot ...
We consider a coupled system of mixed hyperbolic-parabolic type which describes the Biot consolidati...
The response of elastic porous media under applied loads consists of an instantaneous deformation fo...
We study unsaturated poroelasticity, i.e., coupled hydro-mechanical processes in variably saturated ...
The response of elastic porous media under applied loads consists of an instantaneous deformation fo...
We undertake a formal derivation of a linear poro-thermo-elastic system within the framework of quas...
We study unsaturated poroelasticity, i.e., coupled hydro-mechanical processes in variably saturated ...
Professeur Jacqueline Fleckinger, Toulouse I, Présidente du jury Professeur Bernard Hanouzet, Bordea...
Abstract. A model is developed for the ow of a slightly compressible uid through a saturated inela...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
This paper studies a model for thermoelasticity where the body has a double porosity structure. Ther...
While the validity of the quasi-static Biot theory of poroelasticity is well established by a large ...
I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, includ...
Consider the consolidation process typical of soils; this phenomenon is expected not to exhibit a un...