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Combined loading of spudcan foundations on clay: laboratory tests

Abstract:

Recent research has shown that work-hardening plasticity theory provides a suitable framework for interpreting and predicting the load-displacement behaviour of rigid shallow foundations under combined vertical, moment and horizontal loading. Most previous work has, however, been restricted to footings on granular soils. This paper describes a series of laboratory tests conducted at unit gravity using a small circular footing and specimens of reconstituted kaolin. The results indicate that wo...

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Publication status:
Published

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Publisher copy:
10.1680/geot.2000.50.4.325

Authors


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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
Publisher:
Thomas Telford Services Ltd
Journal:
GEOTECHNIQUE
Volume:
50
Issue:
4
Pages:
325-338
Publication date:
2000-08-01
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Source identifiers:
61615
Language:
English
Keywords:
Pubs id:
pubs:61615
UUID:
uuid:b690f23b-0e6d-4313-8007-28ca7d1d06c7
Local pid:
pubs:61615
Deposit date:
2012-12-19

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