An anisotropic elastic-viscoplastic model for soft clays

DOI10.1016/j.ijsolstr.2009.11.004zbMath1183.74165OpenAlexW2089735219MaRDI QIDQ960806

Minna Karstunen, Zhen-Yu Yin, Pierre-Yves Hicher, Ching-Sen Chang

Publication date: 29 March 2010

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.11.004

zbMATH Keywords

anisotropycreepviscoplasticityconstitutive modelsclaysstrain-rate

Mathematics Subject Classification ID

Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Soil and rock mechanics (74L10)

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Cites Work

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• Micromechanical analysis of kinematic hardening in natural clay
• Aspects of finite element implementation of critical state models
• Identifying parameters controlling soil delayed behaviour from laboratory andin situpressuremeter testing
• A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground
• Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation
• The constitutive equations for rate sensitive plastic materials
• Wave propagation and localization problems in saturated viscoplastic geomaterials

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