Constitutive model for overconsolidated clays

DOI10.1007/s11431-008-0011-2zbMath1258.74149OpenAlexW2178280453MaRDI QIDQ1940781

Wei Hou, Yang Ping Yao, An-Nan Zhou

Publication date: 7 March 2013

Published in: Science in China. Series E (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-008-0011-2

zbMATH Keywords

current yield surfacehvorslev envelopeoverconsolidated claysreference yield surfaceunified hardening parameter

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (1)

Asymptotic state behaviour and its modeling for saturated sand

Cites Work

• Generalized non-linear strength theory and transformed stress space
• Subloading surface model in unconventional plasticity
• A critical state model for sands dependent on stress and density
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