- Abstract:
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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...
Expand abstract - Publication status:
- Published
- Peer review status:
- Peer reviewed
- Version:
- Publisher's version
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(pdf, 461.0KB)
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- Publisher:
- Thomas Telford Journals Publisher's website
- Journal:
- Géotechnique Journal website
- Volume:
- 52
- Issue:
- 10
- Pages:
- 705-712
- Publication date:
- 2002-12-05
- EISSN:
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1751-7656
- ISSN:
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0016-8505
- URN:
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uuid:7fb79714-34c5-4413-a9dc-3dc55944eec3
- Local pid:
- ora:1829
- Copyright holder:
- M. J. Cassidy, B. W. Byrne & G. T. Houlsby
- Copyright date:
- 2002
- Notes:
- Citation: Cassidy, M. J., Byrne, B. W. & Houlsby, G. T. (2002), 'Modelling the behaviour of circular footings under combined loading on loose carbonate sand', Géotechnique 52(10), 705-712. [First published by Thomas Telford Publishers and available at http://www.geotechnique-ice.com/].
Journal article
Modelling the behaviour of circular footings under combined loading on loose carbonate sand
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Australian Government (Special Research Centres Program)
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