Three-dimensional transient thermo-hydro-mechanical fundamental solutions of unsaturated soils

DOI10.1002/nag.820zbMath1273.74278OpenAlexW2112586322MaRDI QIDQ2854847

Pooneh Maghoul, Behrouz Gatmiri, Denis Duhamel

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: https://doi.org/10.1002/nag.820

zbMATH Keywords

Laplace transformboundary element methodfundamental solutionunsaturated soilmultiphase porous medialinear elastic behaviourthermo-hydro-mechanical behaviour

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Thermal effects in solid mechanics (74F05) Soil and rock mechanics (74L10)

Related Items (4)

Feasible fundamental solution of the multiphysics wave equation in inhomogeneous domains of complex shape ⋮ Fundamental solutions in 3D elastodynamics for the BEM: a review ⋮ Time domain boundary element formulation for partially saturated poroelasticity ⋮ Two-dimensional transient thermo-hydro-mechanical fundamental solutions of multiphase porous media in frequency and time domains

Uses Software

• IMSL Numerical Libraries
• UDAM

Cites Work

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• Two-dimensional transient thermo-hydro-mechanical fundamental solutions of multiphase porous media in frequency and time domains
• Time-domain Green's functions for unsaturated soils. I: Two-dimensional solution
• Time-domain Green's functions for unsaturated soils. II: Three-dimensional solution
• An Improved Method for Numerical Inversion of Laplace Transforms
• Time 2D fundamental solution for saturated porous media with incompressible fluid

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