An elastoplastic constitutive model for cyclic behaviour of sands

DOI10.1002/NAG.1610110506zbMath0616.73095OpenAlexW2055614410MaRDI QIDQ4725875

Hiroyoshi Hirai

Publication date: 1987

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.1610110506

zbMATH Keywords

triaxial compressionhardening parameterplastic potentialyield functionplastic strainboundary surfaceextension testsdrainedmodified Cam clay modelnon- associated flow ruleconstitutive model of sandsgeneral stress statesmembrane penetration effectsplastic behaviour for cyclic loadingsundrained cyclic testsvolumetric and deviatoric changes

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99) Theory of constitutive functions in solid mechanics (74A20)

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Critical state models in non-cohesive media mechanics (review)

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