Reference : Localized failure in saturated porous media
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/486
Localized failure in saturated porous media
English
Desrues, Jacques [Centre National de la Recherche Scientifique - CNRS > Laboratoire 3S-R > > >]
Collin, Frédéric mailto [Université de Liège - ULg > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur >]
2004
Modelling of Cohesive-Frictionl Materials
Vermeer, Peter
Ehlers, W.
Herrmann, H. J.
Balkema
399-410
Yes
Yes
International
04-1536-023-4
Leiden
The Netherlands
2nd International Symposium on Continuous and Discontinuous Modeling of Cohesive Frictional Materials CDM 2004
27-28 september 2004
Stuttgart
Germany
[en] Strain localisation in soils and rocks has been studied extensively for the last 20 years. A part of
these studies have been devoted to the response of specimens submitted to tests in undrained situation. It was shown that shear banding can take place in both contractive and dilative specimens, with some special features due to the coupling between the granular skeleton and the pore fluid. In the paper, the relevance of the bifurcation criterion in shear band mode in the case of hydromechanical coupling is assessed by numerical study of the response of the constitutive model CLoE –the Hypoplastic model developed in L3S-Grenoble– in two kinds of numerical integration: local, i.e. at the material point level and global, i.e. in boundary value problems analyzed by finite elements.
Fonds de la Recherche Scientifique (Communauté française de Belgique) - F.R.S.-FNRS
Researchers ; Professionals
http://hdl.handle.net/2268/486

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