An anisotropic hardening constitutive model based on Generalized Isotropic Hardening rule for modelling clay behaviour

DOI10.1002/nag.1610191003zbMath0834.73059OpenAlexW2080294657MaRDI QIDQ4859261

Seboong Oh, Seung R. Lee

Publication date: 1 February 1996

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.1610191003

zbMATH Keywords

yield surfacetriaxial testreverse loadingoverconsolidated claysconsolidated clayshomologic center of isotropic hardening

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

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Cites Work

• Plastic Internal Variables Formalism of Cyclic Plasticity