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Investigating six-degree-of-freedom loading of shallow foundations on sand

Abstract:

Laboratory studies of the response of shallow foundations have previously considered only planar loading. This paper describes experimental work carried out using a loading device that applies general loading onto model shallow foundations. The loading, involving all six degrees of freedom (vertical (V), horizontal (H 2, H 3), torsion (Q) and overturning moment (M 2, M 3)], has been applied to ...

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Publication status:
Published

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Publisher copy:
10.1680/geot.2006.56.6.367

Authors


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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
More by this author
Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
Journal:
GEOTECHNIQUE
Volume:
56
Issue:
6
Pages:
367-379
Publication date:
2006-08-05
DOI:
EISSN:
0016-8505
ISSN:
0016-8505
URN:
uuid:b7dce354-17fd-4ffe-9855-db0dd5e08210
Source identifiers:
61670
Local pid:
pubs:61670

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