A hypoplastic model for mechanical response of unsaturated soils

DOI10.1002/nag.714zbMath1273.74285OpenAlexW1977041797WikidataQ59335638 ScholiaQ59335638MaRDI QIDQ2856320

David Mašín, N. Khalili

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.714

zbMATH Keywords

collapseeffective stresshypoplasticitynon-linearityunsaturated soils

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (1)

Modelling stress-induced anisotropy in multi-phase granular soils

Cites Work

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• Deformation and localization analysis of partially saturated soil
• An outline of hypoplasticity
• A constitutive model for unsaturated soils: thermomechanical and computational aspects
• Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
• Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models
• A hypoplastic constitutive model for clays
• Computer‐aided design of constitutive laws
• Shear and objective stress rates in hypoplasticity
• Consistent tangent operators for constitutive rate equations
• A unified bounding surface plasticity model for unsaturated soils
• An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: Formulation.

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