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.</p
International audienceIn unsaturated soil mechanics, the quest for an effective stress playing the s...
In the following, the continuum model for a fully saturated porous material is presented. The theory...
An improved relationship for the variation of degree of saturation in an unsaturated soil is present...
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 ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
International audienceA thermodynamically consistent extension of the constitutive equations of satu...
A chemo-electro-mechanical formulation of quasi-static finite deformation of swelling incompressible...
A thermo-chemo-electro-mechanical formulation of quasi-static finite deformation of swelling incompr...
AbstractThis paper has two objectives: (a) to formulate a mechanical theory of porous continua withi...
International audienceConstitutive equations of unsaturated soils are often derived in a thermodynam...
International audienceThe thermodynamical analysis presented here follows from the work of Coussy et...
In 1923, Karl Terzaghi developed the theory of soil consolidation in which he introduced the concept...
International audienceIn recent years, Bishop's proposal for a generalized stress extending Terzaghi...
International audienceIn unsaturated soil mechanics, the quest for an effective stress playing the s...
In the following, the continuum model for a fully saturated porous material is presented. The theory...
An improved relationship for the variation of degree of saturation in an unsaturated soil is present...
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 ...
The finite deformation of an unsaturated porous medium is analysed from first principles of mixture ...
International audienceA thermodynamically consistent extension of the constitutive equations of satu...
A chemo-electro-mechanical formulation of quasi-static finite deformation of swelling incompressible...
A thermo-chemo-electro-mechanical formulation of quasi-static finite deformation of swelling incompr...
AbstractThis paper has two objectives: (a) to formulate a mechanical theory of porous continua withi...
International audienceConstitutive equations of unsaturated soils are often derived in a thermodynam...
International audienceThe thermodynamical analysis presented here follows from the work of Coussy et...
In 1923, Karl Terzaghi developed the theory of soil consolidation in which he introduced the concept...
International audienceIn recent years, Bishop's proposal for a generalized stress extending Terzaghi...
International audienceIn unsaturated soil mechanics, the quest for an effective stress playing the s...
In the following, the continuum model for a fully saturated porous material is presented. The theory...
An improved relationship for the variation of degree of saturation in an unsaturated soil is present...