Two-dimensional transient thermo-hydro-mechanical fundamental solutions of multiphase porous media in frequency and time domains

DOI10.1016/J.IJSOLSTR.2009.10.022zbMath1183.74057OpenAlexW2094642982MaRDI QIDQ960794

Behrouz Gatmiri, Pooneh Maghoul, Denis Duhamel

Publication date: 29 March 2010

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2009.10.022

zbMATH Keywords

boundary element methodfundamental solutionunsaturated soillinear elastic behaviourmultiphase porous mediumthermo-hydro-mechanical behaviour

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items (4)

Fundamental solutions in 3D elastodynamics for the BEM: a review ⋮ Time domain boundary element formulation for partially saturated poroelasticity ⋮ Three-dimensional transient thermo-hydro-mechanical fundamental solutions of unsaturated soils ⋮ A two-dimensional generalized thermo-hydro-mechanical-coupled problem for a poroelastic half-space

Uses Software

• UDAM

Cites Work

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• Fundamental solutions for a fluidsaturated porous solid
• Time-domain Green's functions for unsaturated soils. I: Two-dimensional solution
• Time-domain Green's functions for unsaturated soils. II: Three-dimensional solution
• Effect of boundaries on waves in a thermoelastic solid: Reflexion of plane waves from a plane boundary
• Three-dimensional transient thermo-hydro-mechanical fundamental solutions of unsaturated soils
• Boundary integral equation method for linear porous-elasticity with applications to fracture propagation
• Time 2D fundamental solution for saturated porous media with incompressible fluid

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