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Modelling the behaviour of circular footings under combined loading on loose carbonate sand

Abstract:

A work-hardening plasticity model for the behaviour of rigid circular footings on loose carbonate sand is described. The model incorporates vertical, moment and horizontal force resultants and the corresponding displacements of the footing, and allows predictions of response to be made for any load or displacement combination. The model is a modification of an existing work-hardening model for circular footings on dense silica sand (published by Houlsby and Cassidy, 2002) and is based on a se...

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Publication status:
Published
Peer review status:
Peer reviewed

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Institution:
University of Western Australia
Department:
Centre for Offshore Foundation Systems
Role:
Author
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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
Brasenose College
Role:
Author

Contributors

Australian Government (Special Research Centres Program) More from this funder
Publisher:
Thomas Telford Journals Publisher's website
Journal:
Géotechnique Journal website
Volume:
52
Issue:
10
Pages:
705-712
Publication date:
2002-12-01
EISSN:
1751-7656
ISSN:
0016-8505
Language:
English
Keywords:
Subjects:
UUID:
uuid:7fb79714-34c5-4413-a9dc-3dc55944eec3
Local pid:
ora:1829
Deposit date:
2008-04-22

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