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Combined loading of spudcan foundations on clay: numerical modelling

Abstract:

The load-displacement response of a spudcan foundation on clay is described by means of an incremental plasticity model with three degrees of freedom (vertical, rotational, horizontal). The model is termed 'Model B' and employs a yield surface and flow rule that are derived from a programme of carefully controlled small-scale laboratory tests. Behaviour inside the yield surface is defined by a set of elastic stiffness factors for embedded conical footings, determined from three-dimensional fi...

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Publication status:
Published

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Publisher copy:
10.1680/geot.51.8.687.40470

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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
More by this author
Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Journal:
GEOTECHNIQUE
Volume:
51
Issue:
8
Pages:
687-699
Publication date:
2001-10-05
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
URN:
uuid:ce5d2c5c-917f-4f92-8680-44b464f7bd1c
Source identifiers:
61596
Local pid:
pubs:61596

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