Derivation of the work expression and discussion on the effective principle and the phase separation theorem in unsaturated soil

DOI10.1007/s11431-008-0107-8zbMath1419.74173OpenAlexW1980029409MaRDI QIDQ954334

Xuedong Zhang, Cheng-Gang Zhao

Publication date: 10 November 2008

Published in: Science in China. Series E (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-008-0107-8

zbMATH Keywords

effective stressporous media theoryunsaturated soilphase separation principletotal deformation work

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

A nonlinear multi-field coupled model for soils ⋮ Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration

Cites Work

• A continuum theory of porous media saturated by multiple immiscible fluids. I: Linear poroelasticity
• Reexamining some basic definitions of modern mixture theory
• A thermomechanical framework for constitutive models for rate-independent dissipative materials
• Unnamed Item

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