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A generalised Winkler model for the behaviour of shallow foundations

Abstract:

A theoretical model is described for the behaviour of rigid foundations subjected to combined vertical, horizontal and moment loading. The model is based on a generalisation of the Winkler concept of subgrade reaction. Non-linearity of the stress–displacement response is introduced using the concepts of hyperplasticity, and the integration of the stresses over the foundation area is treated within this theoretical framework. The resulting model exhibits (with some limitations) behaviour that ...

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Publication status:
Published
Peer review status:
Peer reviewed

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

Contributors

UK Department of Trade and Industry More from this funder
Publisher:
Thomas Telford Ltd. Publisher's website
Journal:
Géotechnique Journal website
Volume:
55
Issue:
6
Pages:
449-460
Publication date:
2005-08-01
EISSN:
1751-7656
ISSN:
0016-8505
Language:
English
Keywords:
Subjects:
UUID:
uuid:807d2792-824c-4add-b7d8-1b1cde5fdc43
Local pid:
ora:1832
Deposit date:
2008-04-22

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