Constitutive relation of unsaturated soil by use of the mixture theory. I: Nonlinear constitutive equations and field equations

DOI10.1007/BF02437621zbMath1115.74345OpenAlexW1561335962MaRDI QIDQ1418292

Yi Huang, Yinke Zhang

Publication date: 19 January 2004

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02437621

zbMATH Keywords

entropy inequalityconstitutive equationsfield equationsmixture theoryunsaturated soil

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Thermodynamics in solid mechanics (74A15) Soil and rock mechanics (74L10)

Related Items (3)

Thermodynamically consistent multiscale homogenization for thermo-poroplastic materials ⋮ A thermodynamical gradient theory for deformation and strain localization of porous media ⋮ Constitutive relation of unsaturated soil by use of the mixture theory. II: Linear constitutive equations and field equations

Cites Work

• Theories of immiscible and structured mixtures
• Consolidation theory of unsaturated soil based on the theory of mixture. I
• Consolidation theory of unsaturated soil based on the theory of mixture. II
• An axiomatics of geomechanics
• A continuum theory of swelling porous elastic soils
• Toward a thermodynamics and mechanics of mixtures
• A nonlinear Onsager theory of irreversibility

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