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Assessment of numerical procedures for determining shallow foundation failure envelopes

Abstract:

The failure envelope approach is commonly used to assess the capacity of shallow foundations under combined loading, but there is limited published work that compares the performance of various numerical procedures for determining failure envelopes. This paper addresses this issue by carrying out a detailed numerical study to evaluate the accuracy, computational efficiency and resolution of these numerical procedures. The procedures evaluated are the displacement probe test, the load probe te...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1680/jgeot.18.p.055

Authors


More by this author
Institution:
University of Oxford
Division:
MPLS Division
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS Division
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS Division
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS Division
Department:
Engineering Science
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
Queens College
Role:
Author
ORCID:
0000-0002-9704-0767
More from this funder
Name:
Subsea 7
Funding agency for:
Dunne, H
More from this funder
Name:
Ørsted Wind Power
Funding agency for:
Suryasentana, S
Publisher:
Thomas Telford
Journal:
Géotechnique More from this journal
Volume:
69
Issue:
10
Pages:
863-876
Publication date:
2019-02-01
Acceptance date:
2018-11-13
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Pubs id:
pubs:942338
UUID:
uuid:f77b6c65-6fa2-4b9c-8c99-4e05a1056edf
Local pid:
pubs:942338
Source identifiers:
942338
Deposit date:
2018-11-14

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