Abstract
For the foundation of large offshore platforms in deep water a suitable type of foundation is a gravity foundation. This is a large and heavy concrete structure, usually consisting of a series of cells, see figure 11.1, with a number of towers on which the actual platform is built. The basic structural principle of this type of foundation is that the large weight of the structure results in large vertical stresses below the foundation, which enable to withstand the large horizontal shear stresses that are generated by the wave loading during storms. The structure may be built onshore, for instance in a dockyard, and then floated to its offshore location, where it is placed by submerging a number of cells. Later the structure is completed by adding the topside facilities.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 1995 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Verruijt, A. (1995). Gravity Foundations. In: Computational Geomechanics. Theory and Applications of Transport in Porous Media, vol 7. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-1112-8_11
Download citation
DOI: https://doi.org/10.1007/978-94-017-1112-8_11
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-4532-4
Online ISBN: 978-94-017-1112-8
eBook Packages: Springer Book Archive