Implicit integration of a chemo-plastic constitutive model for partially saturated soils

DOI10.1002/NAG.690zbMath1273.74330OpenAlexW2047845446MaRDI QIDQ2856307

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Publication date: 24 October 2013

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.690

zbMATH Keywords

return mapping algorithmchemical softeningpartially saturated soilchemo-plasticity

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Chemical and reactive effects in solid mechanics (74F25)

Related Items (1)

Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis

Cites Work

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• Implicit integration of a generalized plasticity constitutive model for partially saturated soil
• A constitutive model for crushed salt
• Modelling chemo-hydro-mechanical behaviour of unsaturated clays: a feasibility study
• Coupled thermo/hydro/chemical/mechanical model for unsaturated soils—Numerical algorithm
• A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
• Finite element formulation and algorithms for unsaturated soils. Part I: Theory
• A fully coupled dynamic model for two-phase fluid flow in deformable porous media

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