Adaptation of existing behaviour models to unsaturated states: application to CJS model

DOI10.1002/NAG.453zbMath1140.74505OpenAlexW2046678212WikidataQ59114977 ScholiaQ59114977MaRDI QIDQ5435687

Henry Wong, Philippe Dubujet, P. Dangla, Jean-Michel Pereira

Publication date: 14 January 2008

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.453

zbMATH Keywords

elastoplasticityconstitutive modeleffective stressvalidationunsaturated soilsequivalent pore pressure

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 (3)

Structural bonding-breakage constitutive model for natural unsaturated clayey soils ⋮ Fully coupled global equations for hydro-mechanical analysis of unsaturated soils ⋮ An unsaturated soil model with minimal number of parameters based on bounding surface plasticity

Cites Work

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