International audienceWe present an experimental study of identification and analysis of the collapsephenomenon in granular media, using a sample made of glass beads. The collapsepotential of a soil depends on several parameters such as liquid limit, matric suction,dry apparent density, initial water content and the amount of small particles. In thisstudy, we investigate the liquid effect during the wetting process, without externalmechanical stress. Experimental tests at different initial water contents were made fordifferent grain sizes. The equipment used is a triaxial device for unsaturated soils,instrumented with local axial and radial displacement sensors. The experimentalresults determined a critical water content of collapse, as wel...
One of the most distinct features of unsaturated soil behavior is the potential of collapse upon sat...
This work aims at investigating the effect of triggering and jamming due to the addition of a small q...
This work aims at investigating the effect of triggering and jamming due to the addition of a small ...
International audienceWe present an experimental study of identification and analysis of the collaps...
This paper focuses on the collapse of granular materials subjected to wetting action. For soils, the...
In this contribution the hydro-mechanically coupled behaviour of a sand is experimentally investigat...
International audienceLaboratory experiments on the collapse of a liquid-saturated granular column o...
It is well known that even small amounts of liquid can strongly modify the mechanical behavior of gr...
Granular materials exhibit special phase transitions between different mechanical states. They behav...
Wetting collapse in sand is examined by means of experiments under X-ray tomography and pore-scale c...
Wetting in granular materials induces changes in the morphology of capillary bridges which pass from...
This paper deals with the experimental characterization of the collapse of wet granular columns in t...
The presence of water strongly affects the behaviour of a granular material especially in the transi...
The capillary collapse is an irreversible volume reduction of partially saturated soils caused by th...
One of the most distinct features of unsaturated soil behavior is the potential of collapse upon sat...
This work aims at investigating the effect of triggering and jamming due to the addition of a small q...
This work aims at investigating the effect of triggering and jamming due to the addition of a small ...
International audienceWe present an experimental study of identification and analysis of the collaps...
This paper focuses on the collapse of granular materials subjected to wetting action. For soils, the...
In this contribution the hydro-mechanically coupled behaviour of a sand is experimentally investigat...
International audienceLaboratory experiments on the collapse of a liquid-saturated granular column o...
It is well known that even small amounts of liquid can strongly modify the mechanical behavior of gr...
Granular materials exhibit special phase transitions between different mechanical states. They behav...
Wetting collapse in sand is examined by means of experiments under X-ray tomography and pore-scale c...
Wetting in granular materials induces changes in the morphology of capillary bridges which pass from...
This paper deals with the experimental characterization of the collapse of wet granular columns in t...
The presence of water strongly affects the behaviour of a granular material especially in the transi...
The capillary collapse is an irreversible volume reduction of partially saturated soils caused by th...
One of the most distinct features of unsaturated soil behavior is the potential of collapse upon sat...
This work aims at investigating the effect of triggering and jamming due to the addition of a small q...
This work aims at investigating the effect of triggering and jamming due to the addition of a small ...