Modeling of cyclic mobility in saturated cohesionless soils.
From MaRDI portal
Publication:1868670
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)
AnisotropyConstitutive behaviourGranular materialKinematic hardeningLiquefactionDilationEarthquakeMulti-surface plasticitySoil mechanicsConstitutive modelingCyclic mobility
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
This page was built for publication: Modeling of cyclic mobility in saturated cohesionless soils.