A kinematic hardening constitutive model for sands: the multiaxial formulation

DOI<925::AID-NAG19>3.0.CO;2-M 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-MzbMath0943.74040OpenAlexW2090533755MaRDI QIDQ4935588

D. Muir Wood, Alessandro Gajo

Publication date: 5 September 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(19990810)23:9<925::aid-nag19>3.0.co;2-m

zbMATH Keywords

sandinvariantssimple shearkinematic hardening plasticityCam-Clay modelglobal plastic stress-strain behaviourMohr-Coulomb strength criterionmultiaxial spacesmall-strain elastic region

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Granularity (74E20) Soil and rock mechanics (74L10)

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Cites Work

• Positive functionals on some spaces of fractions

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