Dynamic behaviour of unsaturated porous media: governing equations using the Theory of Mixtures with Interfaces (TMI)

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1579::AID-NAG58>3.0.CO;2-L" /><1579::AID-NAG58>3.0.CO;2-L 10.1002/(SICI)1096-9853(199911)23:13<1579::AID-NAG58>3.0.CO;2-LzbMath0986.74051OpenAlexW1994242171MaRDI QIDQ4934167

Kanthasamy K. Muraleetharan, Chang-fu Wei

Publication date: 20 February 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199911)23:13<1579::aid-nag58>3.0.co;2-l

zbMATH Keywords

unsaturated porous media soils theory of mixtures solid skeleton interfacial effects pore gas pore liquid

Mathematics Subject Classification ID

Thermodynamics in solid mechanics (74A15) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)

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Formulation of thermo-hydro-mechanical coupling behavior of unsaturated soils based on hybrid mixture theory ⋮ Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils ⋮ A continuum theory of porous media saturated by multiple immiscible fluids. I: Linear poroelasticity ⋮ A continuum theory of porous media saturated by multiple immiscible fluids: II. Lagrangian description and variational structure ⋮ Two-fluid porous flow in a single temperature approximation ⋮ Thermal effects in immiscible two-fluid porous flow ⋮ Micromechanical aspects of the shear strength of wet granular soils

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