Limit state analysis of earthen slopes using dual continuum/FEM approaches

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199910)23:12<1359::AID-NAG39>3.0.CO;2-Y" /><1359::AID-NAG39>3.0.CO;2-Y 10.1002/(SICI)1096-9853(199910)23:12<1359::AID-NAG39>3.0.CO;2-YzbMath0971.74055OpenAlexW2031101317MaRDI QIDQ4952174

Colby C. Swan, Young-Kyo Seo

Publication date: 24 July 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199910)23:12<1359::aid-nag39>3.0.co;2-y

zbMATH Keywords

finite element methodlimit state analysisslope failuregravity loadingslope stability analysissoil plasticity models

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Soil and rock mechanics (74L10)

Related Items (3)

Dynamics of inelastic deformation of porous rocks and formation of localized compaction zones studied by numerical modeling ⋮ A fully implicit and consistent finite element framework for modeling reservoir compaction with large deformation and nonlinear flow model. I: Theory and formulation ⋮ Finite element reliability analysis of slope stability

Cites Work

• Consistent tangent operators for rate-independent elastoplasticity
• Procedure, selection and application of plasticity models for a soil
• Homogenization-based analysis and design of composites
• Enhanced visualization of failure mechanisms by finite elements
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