Elastoplastic constitutive modelling of clay behaviour under principal stress rotation

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Elastoplastic constitutive modelling of clay behaviour under principal stress rotation

Recent experimental investigations have highlighted the impact of principal stress rotation on soil behaviour. This impact is fundamental to a wide range of soil types covering from cohesive to non-cohesive. However, most existing constitutive models that account for the effect of principal stress r...

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Bibliographic Details
Main Author:	Lu, Nan
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2019
Subjects:	Elastoplasticity; Clay; Constitutive model; Principal stress rotation
Online Access:	https://eprints.nottingham.ac.uk/56776/

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