Analytical solution to 1D coupled water infiltration and deformation in unsaturated soils

DOI10.1002/nag.742zbMath1273.74317OpenAlexW2142040647MaRDI QIDQ2856354

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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.742

zbMATH Keywords

unsaturated soilrainfall infiltrationcoupled seepage and deformation

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 (3)

Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material ⋮ Application of the Chebyshev spectral method to the simulation of groundwater flow and rainfall-induced landslides ⋮ Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method

Cites Work

• Unnamed Item
• A fully coupled finite element analysis of water-table fluctuation and land deformation in partially saturated soils due to surface loading
• Uncoupling of coupled flows in soil—a finite element method
• PLANE STRAIN AND AXIALLY SYMMETRIC CONSOLIDATION OF A CLAY LAYER ON A SMOOTH IMPERVIOUS BASE
• Flow of compressible fluid in porous elastic media
• An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: Formulation.

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