A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour

DOI10.1002/nag.126zbMath0995.74042OpenAlexW2071277284MaRDI QIDQ2711877

D. Muir Wood, Alessandro Gajo

Publication date: 18 September 2001

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.126

zbMATH Keywords

constitutive modelanisotropic hardeningplastic anisotropydestructurationnatural cemented claysnormalized stress spacereconstituted soilstwo-surface kinematic hardening/bounding surface plasticity model

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (5)

A sub-stepping approach for elasto-plasticity with rotational hardening ⋮ Explicit Runge-Kutta methods for the integration of rate-type constitutive equations ⋮ A destructuration theory and its application to SANICLAY model ⋮ Implicit integration of a mixed isotropic–kinematic hardening plasticity model for structured clays ⋮ On generalization of constitutive models from two dimensions to three dimensions

Cites Work

• A model of nonlinearity hardening materials for complex loading
• A new representation theorem for isotropic functions: An answer to Professor G. F. Smith's criticism of my papers on representations for isotropic functions I: Scalar-valued isotropic functions
• Coupling of elastic and plastic deformations of bulk solids
• A kinematic hardening constitutive model for sands: the multiaxial formulation

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