Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method

DOI10.1002/nag.908zbMath1274.74104OpenAlexW2148220602MaRDI QIDQ2855271

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Publication date: 25 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.908

zbMATH Keywords

finite element methodunsaturated soilseepageinfiltration problemdeformation coupled analysis

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items

Mathematical framework for unsaturated flow in the finite deformation range ⋮ Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material ⋮ One-dimensional vacuum steady seepage model of unsaturated soil and finite difference solution

Cites Work

• Strain localization analysis of elasto-viscoplastic soil considering structural degradation
• Deformation and localization analysis of partially saturated soil
• Analytical solution to 1D coupled water infiltration and deformation in unsaturated soils
• Mechanics of Deformation and Acoustic Propagation in Porous Media
• Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements
• Theory of Porous Media — Past and Present

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