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Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden

Abstract:

This paper describes the results obtained from a field testing campaign on laterally loaded monopiles conducted at Cowden, UK, where the soil consists principally of a heavily overconsolidated glacial till. These tests formed part of the PISA project on the development of improved design methods for monopile foundations for offshore wind turbines. Results obtained for monotonic loading tests on piles of three different diameters (0·273 m, 0·762 m and 2·0 m) are presented. The piles had length...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1680/jgeot.18.pisa.003

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author
ORCID:
0000-0002-9704-0767
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Institution:
University of Oxford
Department:
Engineering Science
Oxford college:
Harris Manchester College
Role:
Author
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Institution:
University of Oxford
Department:
Engineering Science
Oxford college:
Brasenose College
Role:
Author
More by this author
Institution:
University of Oxford
Department:
Engineering Science
Oxford college:
St Catherine's College
Role:
Author
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Department for Energy and Climate Change More from this funder
Carbon Trust More from this funder
Alstom Wind More from this funder
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Publisher:
Thomas Telford Publisher's website
Journal:
Géotechnique Journal website
Volume:
70
Issue:
11
Pages:
970-985
Publication date:
2019-11-15
Acceptance date:
2018-10-12
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
Source identifiers:
927303
Language:
English
Keywords:
Pubs id:
pubs:927303
UUID:
uuid:3dd5c696-ec51-401f-8399-0797d5940b4c
Local pid:
pubs:927303
Deposit date:
2018-10-13

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