On hardening anisotropy of K0‐consolidated clays

DOI10.1002/nag.1610070105zbMath0505.73072OpenAlexW1894282105MaRDI QIDQ4742403

Zenon Mroz, S. Pietruszczak

Publication date: 1983

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.1610070105

zbMATH Keywords

mechanical behaviourone-dimensional consolidationaxisymmetric stress statecombined isotropic-kinematic hardening ruleconcept of multisurface modelgeneral three-dimensional formulation of constitutive relationsK/o-consolidated clays

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)

Related Items (2)

Generalized plasticity and some models for geomechanics ⋮ A constitutive model for sand with anisotropic hardening rule

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