An engineering theory of soil behaviour in unloading and reloading

DOI10.1007/BF02128442zbMath0482.73090OpenAlexW2052742470MaRDI QIDQ1162863

Roberto Nova, Tomasz Hueckel

Publication date: 1981

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02128442

zbMATH Keywords

constitutive lawshear compaction effectspecialization to conventional triaxial conditionstress-strain characteristic

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)

Cites Work

• A model of nonlinearity hardening materials for complex loading
• Simplified theories of cyclic plasticity
• Some hysteresis effects of the behaviour of geologic media
• Mathematical modelling of monotonic and cyclic undrained clay behaviour
• An anisotropic hardening model for soils and its application to cyclic loading
• Unnamed Item

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