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Continuous hyperplastic models for overconsolidated clays

Abstract:

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 smooth stress-strain behaviour, have continuous memory, and are guaranteed to obey the laws of thermodynamics. All four models are capable of simulating the triaxial stress-strain behaviour of overcons...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1016/S0895-7177(03)00044-X

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
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Name:
Technion – Israel Institute of Technology
Publisher:
Elsevier
Journal:
MATHEMATICAL AND COMPUTER MODELLING More from this journal
Volume:
37
Issue:
5-6
Pages:
515-523
Publication date:
2003-03-01
DOI:
ISSN:
0895-7177
Language:
English
Keywords:
UUID:
uuid:a1174bf7-b40a-416c-acf7-e42379c0b866
Local pid:
pubs:61577
Source identifiers:
61577
Deposit date:
2012-12-19

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