Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements
From MaRDI portal
Publication:3423307
DOI10.1002/NAG.413zbMath1122.74380OpenAlexW2118139148MaRDI QIDQ3423307
No author found.
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
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
This page was built for publication: Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements