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Field trials of suction caissons in clay for offshore wind turbine foundations

Abstract:
A programme of testing of caisson foundations in clay at the Bothkennar test site is described. The tests are relevant to the design of foundations for offshore wind turbines, in the form of either monopod or tetrapod foundations. Records are presented for installation of the caissons, cyclic moment loading under both dynamic and quasi-static conditions, cyclic inclined vertical loading, and pullout of the caisson. Variation of stiffness of the foundation is observed, with high initial stiffness followed by hysteretic behaviour at moderate loads and degradation of response at high loads. Some implications for the design of wind turbine foundations are briefly discussed.
Publication status:
Published
Peer review status:
Peer reviewed

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
Brasenose College
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
More by this author
Institution:
Fugro Structural Monitoring Ltd, Glasgow
Role:
Author
More by this author
Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
St Catherine's College
Role:
Author

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Publisher:
Thomas Telford Ltd.
Journal:
Géotechnique More from this journal
Volume:
55
Issue:
4
Pages:
287-296
Publication date:
2005-05-01
Edition:
Publisher's version
EISSN:
1751-7656
ISSN:
0016-8505


Language:
English
Keywords:
Subjects:
UUID:
uuid:67e507da-2a42-490d-b28f-2306c8856455
Local pid:
ora:1831
Deposit date:
2008-04-22
ARK identifier:

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