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Comments on use of the Barcelona Basic Model for unsaturated soils

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Publication:4805699
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DOI10.1002/nag.259zbMath1026.74047OpenAlexW2047296280MaRDI QIDQ4805699

S. J. Wheeler, Minna Karstunen, Domenico Gallipoli

Publication date: 8 May 2003

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.259


zbMATH Keywords

unsaturated soilBarcelona Basic Modelcollapse potential


Mathematics Subject Classification ID

Soil and rock mechanics (74L10)


Related Items (4)

A neural kernel method for capturing multiscale high-dimensional micromorphic plasticity of materials with internal structures ⋮ Stress update algorithm for elastoplastic models with nonconvex yield surfaces ⋮ Non-convexity and stress-path dependency of unsaturated soil models ⋮ Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media




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