An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils

DOI10.1016/J.IJPLAS.2008.04.001zbMath1277.74041OpenAlexW2081001911MaRDI QIDQ1007802

Chunyang Liu, Kanthasamy K. Muraleetharan, Tohren C. G. Kibbey, Lixia Chen, Chang-fu Wei

Publication date: 24 March 2009

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

Full work available at URL: https://doi.org/10.1016/j.ijplas.2008.04.001

zbMATH Keywords

cyclic loadingporous materialconstitutive behaviorelastic-plastic materialstrengthening mechanisms

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (7)

Thermodynamically consistent multiscale homogenization for thermo-poroplastic materials ⋮ A thermodynamical gradient theory for deformation and strain localization of porous media ⋮ Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior ⋮ Study on the elastoplastic damage-healing coupled constitutive model of mudstone ⋮ Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis ⋮ Micromechanical analysis of kinematic hardening in natural clay ⋮ Elastoplastic damage modeling of desaturation and resaturation in argillites

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• Basic features of plastic strains: from micro-mechanics to incrementally nonlinear models
• Saturated and unsaturated behaviour modelling of Meuse–Haute/Marne argillite
• Plastic Internal Variables Formalism of Cyclic Plasticity

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