Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils

DOI10.1002/NAG.808zbMath1273.74284OpenAlexW2105718172WikidataQ59335620 ScholiaQ59335620MaRDI QIDQ2854834

David Mašín

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.808

zbMATH Keywords

effective stressunsaturated soilswater retention curve

Mathematics Subject Classification ID

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

Related Items (2)

Coupled effects of capillary suction and fabric on the strength of moist granular materials ⋮ Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils

Cites Work

• Unnamed Item
• Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
• Solid-liquid-air coupling in multiphase porous media
• A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils
• A unified bounding surface plasticity model for unsaturated soils

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