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A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground

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Publication:3044618
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DOI10.1002/NAG.329zbMath1075.74583OpenAlexW2000470804MaRDI QIDQ3044618

Fusao Oka, Yong-Seong Kim, Takeshi Kodaka

Publication date: 6 August 2004

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.329


zbMATH Keywords

constitutive modelfinite element analysisviscoelasticviscoplasticliquefactionclaylayered ground


Mathematics Subject Classification ID

Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Linear constitutive equations for materials with memory (74D05)


Related Items (2)

Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material ⋮ An anisotropic elastic-viscoplastic model for soft clays







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