Continuous hyperplastic models for overconsolidated clays

Continuous hyperplastic models for overconsolidated clays

This paper presents four constitutive models for prediction of the behaviour of overconsolidated clays under triaxial loading conditions. Their formulations are based on a new continuous hyperplastic framework. Continuous hyperplasticity allows the derivation of plasticity models which simulate smoo...

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Dades bibliogràfiques
Autors principals:	Einav, I, Puzrin, A, Houlsby, G
Format:	Journal article
Idioma:	English
Publicat:	Elsevier 2003

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