A programme of testing on suction caisson foundations in an artificially prepared sand test bed near Luce Bay, in Scotland, is described. The tests are relevant to the design of either monopod or quadruped foundations for offshore wind turbines. Records are presented for suction installation of the caissons, cyclic moment loading under both quasi-static and dynamic conditions to simulate the behaviour of a monopod foundation, and cyclic vertical loading and pullout of caissons to simulate one footing in a quadruped foundation. Variations of stiffness with loading level of the foundation are 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.
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February 2006
Research Article|
February 01 2006
Field trials of suction caissons in sand for offshore wind turbine foundations
G. T. Houlsby;
G. T. Houlsby
*
Department of Engineering Science, Oxford University
UK
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R. B. Kelly;
R. B. Kelly
†
Coffey Geosciences
Australia
Formerly Oxford University
UK
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J. Huxtable;
J. Huxtable
‡
Fugro Structural Monitoring Ltd
Glasgow, UK
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B. W. Byrne
B. W. Byrne
*
Department of Engineering Science, Oxford University
UK
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Publisher: Emerald Publishing
Received:
October 27 2004
Accepted:
October 17 2005
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2006 Thomas Telford Ltd
2006
Geotechnique (2006) 56 (1): 3–10.
Article history
Received:
October 27 2004
Accepted:
October 17 2005
Citation
Houlsby GT, Kelly RB, Huxtable J, Byrne BW (2006), "Field trials of suction caissons in sand for offshore wind turbine foundations". Geotechnique, Vol. 56 No. 1 pp. 3–10, doi: https://doi.org/10.1680/geot.2006.56.1.3
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