CASM: a unified state parameter model for clay and sand

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8" /><621::AID-NAG937>3.0.CO;2-8 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8zbMath0951.74036OpenAlexW2047662657MaRDI QIDQ4222649

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Publication date: 2 January 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199808)22:8<621::aid-nag937>3.0.co;2-8

zbMATH Keywords

sandnon-associated flow ruleplastic potentialclayconsolidated claydrained behaviour of sandsunified critical state constitutive model

Mathematics Subject Classification ID

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

Related Items (4)

A flexible and robust yield function for geomaterials ⋮ Non-uniqueness of critical state line in compression and extension conditions ⋮ An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling ⋮ Constitutive modeling of unsaturated aggregated soils

Cites Work

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