On generalization of constitutive models from two dimensions to three dimensions

DOI10.1002/NAG.740zbMath1273.74252OpenAlexW1965756094MaRDI QIDQ2856331

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Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://ro.uow.edu.au/cgi/viewcontent.cgi?article=2022&context=eispapers

zbMATH Keywords

constitutive relationsplasticitymodel generalization

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Cites Work

• Unnamed Item
• Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
• Aspects of finite element implementation of critical state models
• A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour
• SANICLAY: simple anisotropic clay plasticity model
• A kinematic hardening constitutive model for sands: the multiaxial formulation
• Formulation of a unified constitutive model for clays and sands
• A bounding surface plasticity model for cyclic loading of granular soils

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