Strain localisation modelling and pore pressure in saturated sand samples

DOI10.1007/s004660050359zbMath0927.74048OpenAlexW2161914179MaRDI QIDQ1286829

O. C. Zienkiewicz, Bernhard A. Schrefler, Hong-Wu Zhang, Manuel Pastor

Publication date: 14 December 1999

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004660050359

zbMATH Keywords

averaging theoriesdense sandsgeneralized plasticity constitutive modelmedium-loose sandsmultiphase material modelnegative water pressurespositive water pressuresshear band dominated processes

Mathematics Subject Classification ID

Inhomogeneity in solid mechanics (74E05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (5)

Implicit integration of a generalized plasticity constitutive model for partially saturated soil ⋮ A phenomenological constitutive model for rocks with shear failure mode ⋮ Thermodynamic approach to effective stress in partially saturated porous media ⋮ Computational homogenization of fully coupled multiphase flow in deformable porous media ⋮ Nonlinear analysis of nearly saturated porous media: Theoretical and numerical formulation

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