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Article Dans Une Revue International Journal for Numerical and Analytical Methods in Geomechanics Année : 2023

A viscoplastic constitutive model for unsaturated soils based on nonstationary flow surface theory

Hao Wang
Yu‐jun Cui
  • Fonction : Auteur

Résumé

Abstract A viscoplastic constitutive model is developed to describe the viscoplastic behavior of unsaturated soils. The proposed model accounts for the stain‐rate and suction effects on yield by adopting an unsaturated isotach concept. The nonstationary flow surface theory (NSFS) is applied for modeling the viscoplastic behavior, with the yield surface which can evolve with the viscoplastic strain, viscoplastic strain rate and suction. Meanwhile, the progressively hardening concept is adopted for reproducing the viscoplastic behavior of soil at an over‐consolidated state. For the validation, a series of loading conditions are considered based on the data from the literature. Results show that the proposed model is able to reproduce the main viscoplastic behaviors of unsaturated highly compacted Gaomiaozi (GMZ) bentonite, Glenroy silt and Qianjiangping landslide (QL) soil, including CRS compression tests, rate‐dependent triaxial shear tests, and triaxial creep tests.

Dates et versions

hal-04361981 , version 1 (22-12-2023)

Identifiants

Citer

Hao Wang, Yu‐jun Cui. A viscoplastic constitutive model for unsaturated soils based on nonstationary flow surface theory. International Journal for Numerical and Analytical Methods in Geomechanics, 2023, ⟨10.1002/nag.3648⟩. ⟨hal-04361981⟩
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