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Predictions of a continuous hyperplasticity model for Bangkok clay

Abstract:

The performance of a new constitutive model called 'kinematic hardening modified Cam clay' (KHMCC) is presented. The model is described using the 'continuous hyperplasticity' framework. Essentially this involves an infinite number of yield surfaces, thus allowing a smooth transition between elasticity and plasticity. The framework allows soil models to be developed in a relatively succinct mathematical form, since the entire constitutive behaviour can be determined through the specification o...

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Publisher copy:
10.1080/17486020701561479

Authors


Likitlersuang, S More by this author
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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Journal:
Geomechanics and Geoengineering
Volume:
2
Issue:
3
Pages:
147-157
Publication date:
2007-09-05
DOI:
EISSN:
1748-6033
ISSN:
1748-6025
URN:
uuid:fc2ec305-e6e7-456c-b535-f5a5adf0ec2f
Source identifiers:
125379
Local pid:
pubs:125379

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