International audienceGranular materials can develop two different failure modes following their initial density and the loading path: a localized mode, generally characterized by shear bands, and a diffuse mode without any macroscopic localized bands. In fact detailed analyses of experiments by tomography, of finite element computations and more recently of discrete element models (DEM) simulations show that two different localized objects co-exist at two different scales: a network of meso-slip lines appearing from the very beginning of deviatoric loading and a few macro-shear bands when approaching limit stress states. This paper aims to compare and analyze these two localized patterns, based on DEM results obtained for a given class of ...
We see granular materials all around us in nature and industry in landslides, sand, avalanches and i...
In contrast to continuum systems where localization or shear banding arises through a bifurcation in...
WOS:000310136500008International audienceAt elevated stress levels, the deformation of granular asse...
International audienceGranular materials can develop two different failure modes following their ini...
International audienceConstitutive behaviors of granular materials are driven by both particle inter...
Shear banding is a widely concerned issue caused by shearing in the field of granular geomechanics. ...
Localisation of deformation in narrow shear bands is a fundamental phenomenon of granular material b...
The formation of shear bands is a key attribute of degradation and failure in soil, rocks, and many ...
The transition regime from quasi-static to dynamic shear regime is studied by discrete element metho...
International audienceThis paper is concerned with diffuse and other ensuing failure modes in geomat...
[Departement_IRSTEA]Eaux [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternational audienceThe she...
International audienceAccurately modeling the critical state mechanical behavior of granular materia...
A new, small-strain constitutive model, incorporating elastoplastic coupling to describe developing ...
Two modes of decrease in load bearing capacity of granular materials are discussed in view of experi...
We see granular materials all around us in nature and industry in landslides, sand, avalanches and i...
In contrast to continuum systems where localization or shear banding arises through a bifurcation in...
WOS:000310136500008International audienceAt elevated stress levels, the deformation of granular asse...
International audienceGranular materials can develop two different failure modes following their ini...
International audienceConstitutive behaviors of granular materials are driven by both particle inter...
Shear banding is a widely concerned issue caused by shearing in the field of granular geomechanics. ...
Localisation of deformation in narrow shear bands is a fundamental phenomenon of granular material b...
The formation of shear bands is a key attribute of degradation and failure in soil, rocks, and many ...
The transition regime from quasi-static to dynamic shear regime is studied by discrete element metho...
International audienceThis paper is concerned with diffuse and other ensuing failure modes in geomat...
[Departement_IRSTEA]Eaux [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternational audienceThe she...
International audienceAccurately modeling the critical state mechanical behavior of granular materia...
A new, small-strain constitutive model, incorporating elastoplastic coupling to describe developing ...
Two modes of decrease in load bearing capacity of granular materials are discussed in view of experi...
We see granular materials all around us in nature and industry in landslides, sand, avalanches and i...
In contrast to continuum systems where localization or shear banding arises through a bifurcation in...
WOS:000310136500008International audienceAt elevated stress levels, the deformation of granular asse...