The Maureen Oil Field, located in the UK sector of the North Sea, was developed in the early 1980s, with the installation of the world's largest steel gravity platform, together with the installation of an export pipeline to an offshore concrete articulated loading column. Production in the field ceased in October 1999, and the facilities at the Maureen location were removed in the summer of 2001 as part of the decommissioning process. The largest element for removal and decommissioning was the steel gravity platform of about 1100 MN (110 000 t). This paper describes all the geotechnical engineering works, associated with the hydraulic skirt extraction/jacking of the gravity platform from the seabed, which were executed prior to the refloat and tow of the platform to deep water inshore moorings, together with a summary of results from the actual skirt extraction/jacking process, which was executed in June 2001.
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April 2002
Research Article|
April 01 2002
Foundation design for the refloat of the Maureen steel gravity platform
P. Broughton;
P. Broughton
Maureen Decommisioning Project Manager
Phillips Petroleum Company UK Ltd
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R. L. Davies;
R. L. Davies
Senior Project Structural Engineer
Phillips Petroleum Company UK Ltd
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T. Aldridge;
T. Aldridge
Head of Offshore Geotechnics Division
Fugro Ltd
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T. Carrington
T. Carrington
Senior Engineer
Offshore Geotechnics Division, Fugro Ltd
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Publisher: Emerald Publishing
Received:
October 09 2001
Accepted:
January 29 2002
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2002 Thomas Telford Ltd
2002
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2002) 155 (2): 111–118.
Article history
Received:
October 09 2001
Accepted:
January 29 2002
Citation
Broughton P, Davies RL, Aldridge T, Carrington T (2002), "Foundation design for the refloat of the Maureen steel gravity platform". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 155 No. 2 pp. 111–118, doi: https://doi.org/10.1680/geng.2002.155.2.111
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