[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsNational audienceWe discuss the effective stress description of unsaturated granular materials using micromechanical techniques: Discrete Element Method simulations, and analytical homogenization
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceBased on discrete element simulatio...
For the saturated case with only one pore fluid, either water or air, the roles of both the intergra...
International audienceA micro‐hydromechanical model for granular materials is presented. It combines...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsNational a...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
International audienceThe nature of the stress tensor for an unsaturated pendular-state granular med...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
International audienceThe homogenization method is used to determine the formulation of the behaviou...
[Departement_IRSTEA]Eaux [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternational audienceThe def...
International audienceThe description of stress transmission in an unsaturated granular material in ...
International audienceThe total stress tensor as the average stress within a triphasic granular medi...
International audienceThe stress description provided by the discrete-element method when modelling ...
International audienceThe behaviour of a non-saturated porous medium having an elastic solid phase i...
In unsaturated soil, capillary bridges develop at the air-water interface within the pore space due ...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceBased on discrete element simulatio...
For the saturated case with only one pore fluid, either water or air, the roles of both the intergra...
International audienceA micro‐hydromechanical model for granular materials is presented. It combines...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsNational a...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
International audienceThe nature of the stress tensor for an unsaturated pendular-state granular med...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGE [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternatio...
International audienceThe homogenization method is used to determine the formulation of the behaviou...
[Departement_IRSTEA]Eaux [ADD1_IRSTEA]Hydrosystèmes et risques naturelsInternational audienceThe def...
International audienceThe description of stress transmission in an unsaturated granular material in ...
International audienceThe total stress tensor as the average stress within a triphasic granular medi...
International audienceThe stress description provided by the discrete-element method when modelling ...
International audienceThe behaviour of a non-saturated porous medium having an elastic solid phase i...
In unsaturated soil, capillary bridges develop at the air-water interface within the pore space due ...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceBased on discrete element simulatio...
For the saturated case with only one pore fluid, either water or air, the roles of both the intergra...
International audienceA micro‐hydromechanical model for granular materials is presented. It combines...