A graphical approach is used to sketch the field of small plastic strains (e < 0.1 %) of Pisa clay along different axi-symmetric stress paths associated to a partial confining stress reduction. Within the classic framework of elasto-plasticity, volumetric and deviatoric plastic strains contours are determined from data obtained from triaxial tests, assuming a cross-anisotropic hypo-elastic formulation calibrated on a wide set of tests and with non linear evolution of the elastic moduli calibrated along a quasi-1D swelling stress path. The evolutions of the plastic strains and of the plastic strain vectors are shown along the stress path directly explored with tests and along virtual paths interpolated from the actual data along intermediate...
The work described in the paper is an experimental investigation of the effects of anisotropic stres...
Clays in their natural state are mostly anisotropic because of their modes of deposition. Many bound...
This paper presents a micromechanical analysis of the macroscopic behaviour of natural clay. A micro...
The paper summarises the main results of a research into the very small strain shear stiffness of a ...
It is known that the deviatoric strains epsilon(s) experienced by most of the soil elements in the v...
Unique four-dimensional (4D) deformation data are collected during drained triaxial tests on intact ...
International audienceThe object of this study was to understand and characterize dilatancy in clay ...
An anisotropic elastoplastic model for soft clays is presented. Experimental data from multistage dr...
A relationship between elastic anisotropy, as typically observed in clayey soils subjected to shear ...
A kinematic hardening/bounding surface plasticity model is used to reproduce the experimental behavi...
International audienceThis paper presents a micromechanical analysis of the macroscopic behaviour of...
The aim of the paper is to extend the experimental validation of the S-CLAY1 model, which is a recen...
The work described in the paper is an experimental investigation of the effects of anisotropic stres...
Clays in their natural state are mostly anisotropic because of their modes of deposition. Many bound...
This paper presents a micromechanical analysis of the macroscopic behaviour of natural clay. A micro...
The paper summarises the main results of a research into the very small strain shear stiffness of a ...
It is known that the deviatoric strains epsilon(s) experienced by most of the soil elements in the v...
Unique four-dimensional (4D) deformation data are collected during drained triaxial tests on intact ...
International audienceThe object of this study was to understand and characterize dilatancy in clay ...
An anisotropic elastoplastic model for soft clays is presented. Experimental data from multistage dr...
A relationship between elastic anisotropy, as typically observed in clayey soils subjected to shear ...
A kinematic hardening/bounding surface plasticity model is used to reproduce the experimental behavi...
International audienceThis paper presents a micromechanical analysis of the macroscopic behaviour of...
The aim of the paper is to extend the experimental validation of the S-CLAY1 model, which is a recen...
The work described in the paper is an experimental investigation of the effects of anisotropic stres...
Clays in their natural state are mostly anisotropic because of their modes of deposition. Many bound...
This paper presents a micromechanical analysis of the macroscopic behaviour of natural clay. A micro...