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Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements

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Publication:3423307
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DOI10.1002/NAG.413zbMath1122.74380OpenAlexW2118139148MaRDI QIDQ3423307

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Publication date: 20 February 2007

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.413


zbMATH Keywords

finite elementselasto-plasticityeffective stressslope stabilityunsaturatedpore suctions


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) Stefan problems, phase changes, etc. (80A22) Soil and rock mechanics (74L10)


Related Items (2)

Probabilistic Analysis of Highly Nonlinear Models by Adaptive Sparse Polynomial Chaos: Transient Infiltration in Unsaturated Soil ⋮ Numerical analysis of a one-dimensional infiltration problem in unsaturated soil by a seepage-deformation coupled method







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