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A systematic framework for formulating convex failure envelopes in multiple loading dimensions

Abstract:

The failure envelope approach is widely used to assess the ultimate capacity of shallow foundations for combined loading, and to develop foundation macro-element models. Failure envelopes are typically determined by fitting appropriate functions to a set of discrete failure load data, determined either experimentally or numerically. However, current procedures to formulate failure envelopes tend to be ad hoc, and the resulting failure envelopes may not have the desirable features of being con...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1680/jgeot.18.p.251

Authors


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Institution:
University of Oxford
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
ORCID:
0000-0002-9704-0767
Publisher:
Thomas Telford (ICE Publishing)
Journal:
Géotechnique More from this journal
Volume:
70
Issue:
4
Pages:
343-353
Publication date:
2019-04-01
Acceptance date:
2019-03-28
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Language:
English
Keywords:
Pubs id:
pubs:987877
UUID:
uuid:0cc26321-7228-4fd7-b98d-acd6eedb6e4d
Local pid:
pubs:987877
Source identifiers:
987877
Deposit date:
2019-04-11

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