The finite deformation of an unsaturated porous medium is analysed from first principles of mixture theory. An expression for Bishop’s effective stress is derived from (1) the deformation-dependent Brooks and Corey’s water retention curve and (2) the restrictions on the constitutive relationships of an unsaturated medium subject to finite deformation. The resulting expression for the effective stress parameter χ is reasonably consistent with experimental data from the literature. Hence, it is shown that Bishop’s equation is constitutively linked to water retention curves in deforming media
This paper presents a constitutive model able to describe the reversible and irreversible responses ...
In 1923, Karl Terzaghi developed the theory of soil consolidation in which he introduced the concept...
International audienceA thermodynamically consistent extension of the constitutive equations of satu...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
International audienceThe thermodynamical analysis presented here follows from the work of Coussy et...
peer reviewedThis paper addresses a new, unified thermo-mechanical constitutive model for unsaturate...
In unsaturated soil mechanics, the quest for an effective stress playing the same role as Terzaghi’s...
We develop conservation laws for coupled hydro-mechanical processes in unsaturated porous media usin...
The simulation of the mechanical and hydraulic behaviour of soils is one of the most important tasks...
Partially saturated soil materials undergo consolidation, heave, collapse and failure due to changes...
In recent years, the effective stress approach has received much attention in the constitutive model...
This paper addresses a new, unified thermo-mechanical constitutive model for unsaturated soils throu...
A recently proposed water retention model has been further developed for the application on unsatura...
This paper presents a constitutive model able to describe the reversible and irreversible responses ...
In 1923, Karl Terzaghi developed the theory of soil consolidation in which he introduced the concept...
International audienceA thermodynamically consistent extension of the constitutive equations of satu...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
International audienceThe thermodynamical analysis presented here follows from the work of Coussy et...
peer reviewedThis paper addresses a new, unified thermo-mechanical constitutive model for unsaturate...
In unsaturated soil mechanics, the quest for an effective stress playing the same role as Terzaghi’s...
We develop conservation laws for coupled hydro-mechanical processes in unsaturated porous media usin...
The simulation of the mechanical and hydraulic behaviour of soils is one of the most important tasks...
Partially saturated soil materials undergo consolidation, heave, collapse and failure due to changes...
In recent years, the effective stress approach has received much attention in the constitutive model...
This paper addresses a new, unified thermo-mechanical constitutive model for unsaturated soils throu...
A recently proposed water retention model has been further developed for the application on unsatura...
This paper presents a constitutive model able to describe the reversible and irreversible responses ...
In 1923, Karl Terzaghi developed the theory of soil consolidation in which he introduced the concept...
International audienceA thermodynamically consistent extension of the constitutive equations of satu...