- Abstract:
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Monopiles are the major current foundation type for offshore wind turbine foundations. The geotechnical design of monopiles usually employs conventional ‘p-y’ approaches, originally developed for the design of long slender piles for the oil and gas industry. It has been recognised, however, that the p-y approaches may not be entirely appropriate when applied to the design of monopiles for offshore wind turbines. Evidence from full scale field measurements indicates that they can u...
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Some thesis volumes scanned as part of the digitisation scheme funded by Dr Leonard Polonsky are currently unavailable due to sensitive material or uncleared third-party copyright content. We are attempting to contact authors whose theses are affected.
- Department:
- Engineering Science
- Role:
- Supervisor
- Department:
- Engineering Science
- Role:
- Supervisor
- Type of award:
- MSc by Research
- Level of award:
- Masters
- Awarding institution:
- University of Oxford
- UUID:
-
uuid:dcb08cfd-1b7b-4379-84b2-cfb99fd536de
- Language:
- English
- Keywords:
- Subjects:
- Copyright holder:
- He, Y
- Copyright date:
- 2016
Thesis
Application of a numerical-based soil reaction curve method for design of laterally loaded monopiles
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Authors
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+ Byrne, B
+ Burd, H
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