Thesis icon

Thesis

Axial response of offshore jacket piles supporting wind turbines

Alternative title:
Behaviour of the soil plug in open ended piles supporting offshore jacket structures
Abstract:

This thesis addresses the design methods for offshore piles, and specifically the role of the end bearing of open-ended piles in contributing to capacity. In the design of offshore jacket structures, the response of open-ended tubular piles is governed by their interaction with the soil along the shaft and at the base. To estimate the total static capacity, the shaft and base capacities are estimated separately and added together. These estimates are based on empirical relationships correl...

Expand abstract

Actions


Access Document


Authors


More by this author
Division:
MPLS
Department:
Engineering Science
Role:
Author

Contributors

Role:
Supervisor
Role:
Supervisor
Role:
Supervisor


DOI:
Type of award:
DPhil
Level of award:
Doctoral
Awarding institution:
University of Oxford

Terms of use



Views and Downloads






If you are the owner of this record, you can report an update to it here: Report update to this record

TO TOP