Constitutive modeling of unsaturated aggregated soils

DOI10.1002/nag.888zbMath1273.74257OpenAlexW2159546627MaRDI QIDQ2854956

L. Laloui, Azad Koliji, Laurent Vulliet

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.888

zbMATH Keywords

suctionelasto-plasticitydouble porosityconstitutive modelingsoil structure

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (3)

Stabilized mixed finite elements for deformable porous media with double porosity ⋮ Anisotropic elastoplastic response of double-porosity media ⋮ Cam-Clay plasticity. VIII: A constitutive framework for porous materials with evolving internal structure

Cites Work

• Unnamed Item
• On the effective stress in unsaturated porous continua with double porosity
• On failure indicators in multi-dissipative materials
• Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
• CASM: a unified state parameter model for clay and sand
• On certain boundary-value problems for the equations of seepage of a liquid in fissured rocks

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