Modelling instabilities in triaxial testing on unsaturated soil specimens
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Publication:3084150
DOI10.1002/NAG.832zbMath1429.74006OpenAlexW2166598300MaRDI QIDQ3084150
Giuseppe Buscarnera, Roberto Nova
Publication date: 15 March 2011
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.832
Bifurcation and buckling (74G60) Soil and rock mechanics (74L10) Proceedings, conferences, collections, etc. pertaining to mechanics of deformable solids (74-06) Geophysical solid mechanics (74L05) Proceedings, conferences, collections, etc. pertaining to geophysics (86-06)
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Mathematical framework for unsaturated flow in the finite deformation range ⋮ Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic material ⋮ Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media
Cites Work
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- On uniqueness in the theory of plasticity
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- A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
- A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials
- Analysis of the solid phase stress tensor in multiphase porous media
- Bifurcation and second‐order work in geomaterials
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