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Modeling of cyclic mobility in saturated cohesionless soils.

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Publication:1868670
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DOI10.1016/S0749-6419(02)00010-4zbMath1090.74630MaRDI QIDQ1868670

Zhaohui Yang, Ahmed Elgamal, Ahmed Ragheb, Ender Parra

Publication date: 28 April 2003

Published in: International Journal of Plasticity (Search for Journal in Brave)


zbMATH Keywords

AnisotropyConstitutive behaviourGranular materialKinematic hardeningLiquefactionDilationEarthquakeMulti-surface plasticitySoil mechanicsConstitutive modelingCyclic mobility


Mathematics Subject Classification ID

Soil and rock mechanics (74L10)


Related Items (6)

Multiscale, multiphysics modeling of saturated granular materials in large deformation ⋮ The spectral cell method in nonlinear earthquake modeling ⋮ Consistent tangent moduli for multi-yield-surface \(J_{2}\) plasticity model ⋮ Finite element response sensitivity analysis of multi-yield-surface \(J_{2}\) plasticity model by direct differentiation method ⋮ Modeling of Elastic-Plastic Deformation Based on Updated Initial Configuration of Solid Body ⋮ Numerical simulation of fully saturated porous materials




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