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A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils

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Publication:4933162
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DOI10.1002/NAG.579zbMath1196.74140OpenAlexW2035180861WikidataQ57970900 ScholiaQ57970900MaRDI QIDQ4933162

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Publication date: 12 October 2010

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.579


zbMATH Keywords

suctionconstitutive equationelastoplastictriaxial testunsaturated soilwater-retention curve


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)

A micro-mechanical model for unsaturated soils based on DEM ⋮ Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils ⋮ Work and energy equations and the principle of generalized effective stress for unsaturated soils







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