Work and energy equations and the principle of generalized effective stress for unsaturated soils

DOI10.1002/nag.839zbMath1273.74331OpenAlexW2165206466MaRDI QIDQ2854886

Yan Liu, Cheng-Gang Zhao, Fuping Gao

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: http://dspace.imech.ac.cn/handle/311007/33002

zbMATH Keywords

energy balance equationunsaturated soilsthe principle of effective stresswork of deformation

Mathematics Subject Classification ID

Effective constitutive equations in solid mechanics (74Q15) Soil and rock mechanics (74L10)

Cites Work

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• Solid-liquid-air coupling in multiphase porous media
• Analysis of the solid phase stress tensor in multiphase porous media
• A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils
• The Derivation of Constitutive Relations from the Free Energy and the Dissipation Function

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