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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

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
Journal:
GEOTECHNIQUE
Volume:
52
Issue:
10
Pages:
705-712
Publication date:
2002-12-01
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Source identifiers:
61580
Language:
English
Keywords:
Pubs id:
pubs:61580
UUID:
uuid:42759909-60d1-48ce-a44f-4a939744356e
Local pid:
pubs:61580
Deposit date:
2012-12-19

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