Conception of Bucket Foundations
The world’s escalating demands for energy, combined with the continued depletion of oil and gas reserves in shallow waters, has resulted in offshore developments moving into deeper waters and untested environments. In the Gulf of Mexico, West Africa, offshore Brazil, and, more recently, off Australia, developments have proceeded into water depths in excess of 1000 m. These deep water developments usually consist of moored floating facilities, which are tethered to the seabed via an anchoring system.
Bucket foundations (also named as suction caissons or skirted foundation) have been proven as a cost-effective alternative to more traditional anchoring solutions such as piles and drag anchors, because of their ability to confine surface soil and transfer loads to stronger soils at skirt tip level. Bucket foundations are a type of shore shallow foundations, which consist of a plate resting on the seabed and a peripheral skirt (often supplemented by internal...
References
Acosta-Martinez H (2010) Physical modelling of shallow skirted foundations under transient and sustained uplift[D]. The University of Western Australia
Andersen KH, Jostad HP (1999) Foundation design of skirted foundations and anchors in clay. In: Proceedings of the Offshore Technology Conference, Houston, Paper 10824
Andersen K, Murff J, Randolph MF, Clukey E, Erbrich CT, Jostad H, Hansen B, Aubeny C, Sharma P, Supachawarote C (2005) Suction anchors for deepwater applications. In: Proceedings of the 1st international symposium on frontiers in offshore geotechnics (ISFOG), Perth, pp 3–30
Bienen B, Klinkvort RT, O’Loughlin C, Zhu F, Byrne BW (2018) Suction caissons in dense sand, part I: installation, limiting capacity and drainage. Géotechnique 68(11):1–47
Dendani H, Colliat J-L (2002) Girassol: design analysis and installation of suction anchors. In: Proceedings of the offshore technology conference, Houston, OTC 14209
Hossain S, Lehaneb M, Hu Y, Gao Y (2012) Soil flow mechanisms around and between stiffeners of caissons during. Revue Canadienne De Géotechnique 49(4):442–459
House AR, Randolph MF (2001) Installation and pull-out capacity of stiffened suction caissons in cohesive sediments. In: Proceedings of the 11th international symposium on offshore and polar engineering, Stavangar
Ibsen LB, Brincker R (2004) Design of a new foundation for offshore wind turbines. In: International modal analsyis conference, Dearborn
Tjelta TL, Hermstad J, Andenaes E (1990) The skirt piled gullfaks c platform installtion. In: Proceedings of Offshore Technology Conference, Houston, OTC6473, pp 453–462
Watson PG, Humpheson C (2007) Foundation design and installation of the Yolla-A platform. In: Proceedings of the 6th international offshore siteinvestigation and geotechnics conference, society for underwater technology, London, UK, 11–13 September 2007, pp 399–412
Westgate ZJ, Tapper L, Lehane BM, Gaudin C (2009) Modelling the installation of stiffened caissons in oversonsolidated clay. In: Proceedings of the 28th international conference offshore mechanics and Arctic engineering, OMAE2009-79125
Zhao Z, Zhou M, Hu Y, Hossain MS (2017) Behavior of soil heave inside of stiffened caissons installing in clay. Can Geotech J 55(5):698–709
Zhou M, Hossain M, Hu Y, Liu H (2016) Installation of stiffened caissons in nonhomogeneous clays. J Geotech Geoenviron Eng 142(2):04015079
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Section Editor information
Rights and permissions
Copyright information
© 2021 Springer Nature Singapore Pte Ltd.
About this entry
Cite this entry
Zhou, M. (2021). Bucket Foundations. In: Cui, W., Fu, S., Hu, Z. (eds) Encyclopedia of Ocean Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-6963-5_203-1
Download citation
DOI: https://doi.org/10.1007/978-981-10-6963-5_203-1
Received:
Accepted:
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-10-6963-5
Online ISBN: 978-981-10-6963-5
eBook Packages: Springer Reference EngineeringReference Module Computer Science and Engineering