期刊
COMPUTERS AND GEOTECHNICS
卷 152, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2022.104983
关键词
Shear strength; Failure; Plasticity; Constitutive relations
This paper presents a general 3D model that includes the intermediate stress in strength analysis. The model allows for a smooth transition between different expressions of strength and considers the effect of intermediate stress on strength. An equivalent Mohr-Coulomb approach is developed for failure load calculation in plane strain configurations, and the match between the general 3D model and the equivalent Mohr-Coulomb formulation is demonstrated with Finite Element Method examples. The dominant mechanism in simulating failure loads in non-associative case is shown to be strain localization, and the Davis expressions derived from the equivalent Mohr-Coulomb model match the simulations of the general 3D model.
A general 3D model is presented that includes the intermediate stress in strength analysis. The model is formulated in triaxial-compression strength parameters and the ratio between triaxial extension strength and triaxial compression strength. The model allows for a smooth transition between the expressions of MatsuokaNakai and Lade-Duncan. Starting from the general 3D model, the equivalent Mohr-Coulomb approach is developed for the commonly used calculation of failure loads for plane strain configurations. The approach includes the effect of the intermediate stress on the strength. The match between the general 3D model and the equivalent Mohr-Coulomb formulation is illustrated with Finite Element Method examples. Strain localisation is shown to be a dominant mechanism in the simulation of failure loads in the case of non-associativity. It is shown that Davis expressions derived from the equivalent Mohr-Coulomb model match the simulations of the general 3D model.
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