A unified bounding surface plasticity model for unsaturated soils

DOI10.1002/NAG.475zbMath1140.74507OpenAlexW1981643979MaRDI QIDQ5435714

Adrian R. Russell, N. Khalili

Publication date: 14 January 2008

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.475

zbMATH Keywords

sandhardeningsuctionplasticityeffective stressclaybounding surfaceunsaturated

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (6)

Computational geomechanics: The heritage of Olek Zienkiewicz ⋮ On the problem of cavity expansion in unsaturated soils ⋮ Modelling stress-induced anisotropy in multi-phase granular soils ⋮ Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils ⋮ An unsaturated soil model with minimal number of parameters based on bounding surface plasticity ⋮ A hypoplastic model for mechanical response of unsaturated soils

Cites Work

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