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Cyclic loading response of monopile foundations in cohesionless soils

Abstract:

Most offshore wind farms around Europe are being constructed with monopile foundations. Whilst there is some knowledge transfer from oil and gas design there are also a number of key differences, which means new design guidelines are needed. This paper outlines some of the key issues confronting the offshore wind turbine foundation designer and concentrates on the effect of cyclic loading. It presents experimental results from a series of 1 g model tests, following on from the work of Leblanc...

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Authors


Abadie, CN More by this author
More by this author
Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Journal:
Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
Volume:
2
Pages:
779-784
Publication date:
2014
URN:
uuid:f14dc8bd-1b86-4668-b005-857371cb22e6
Source identifiers:
445075
Local pid:
pubs:445075
Language:
English

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