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A Bounding Surface Viscoplastic Constitutive Model for Unsaturated Soils
A viscoplastic constitutive model for describing the time-dependent stress-strain behaviour of unsaturated geomaterials is presented. The proposed model is formulated within the framework of viscoplastic consistency and the bounding surface plasticity model. The model provides a continuous transition from rate-independent plasticity to rate-dependent viscoplasticity. The hardening parameter representing the size of the bounding surface is defined as a function of viscoplastic strain, viscoplastic strain rate, and suction. The suction hardening effect is described using the coupled influence approach where suction has a multiplicative effect to the viscoplastic volumetric hardening. Numerical results are presented to demonstrate the capability of the proposed model in simulating the behaviour of saturated and unsaturated geomaterials.
A Bounding Surface Viscoplastic Constitutive Model for Unsaturated Soils
A viscoplastic constitutive model for describing the time-dependent stress-strain behaviour of unsaturated geomaterials is presented. The proposed model is formulated within the framework of viscoplastic consistency and the bounding surface plasticity model. The model provides a continuous transition from rate-independent plasticity to rate-dependent viscoplasticity. The hardening parameter representing the size of the bounding surface is defined as a function of viscoplastic strain, viscoplastic strain rate, and suction. The suction hardening effect is described using the coupled influence approach where suction has a multiplicative effect to the viscoplastic volumetric hardening. Numerical results are presented to demonstrate the capability of the proposed model in simulating the behaviour of saturated and unsaturated geomaterials.
A Bounding Surface Viscoplastic Constitutive Model for Unsaturated Soils
Mac, Thi Ngoc (Autor:in) / Shahbodagh, Babak (Autor:in) / Khalili, Nasser (Autor:in)
Sixth Biot Conference on Poromechanics ; 2017 ; Paris, France
Poromechanics VI ; 1045-1052
06.07.2017
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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