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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74169
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dc.titleExtraction of jackup spudcan foundations
dc.contributor.authorPurwana, O.A.
dc.contributor.authorLeung, C.F.
dc.contributor.authorChow, Y.K.
dc.contributor.authorFoo, K.S.
dc.date.accessioned2014-06-19T05:49:47Z
dc.date.available2014-06-19T05:49:47Z
dc.date.issued2005
dc.identifier.citationPurwana, O.A.,Leung, C.F.,Chow, Y.K.,Foo, K.S. (2005). Extraction of jackup spudcan foundations. Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics : 517-522. ScholarBank@NUS Repository.
dc.identifier.isbn0415390648
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74169
dc.description.abstractCentrifuge model tests were carried out to simulate the installation, operation, and extraction of a jackup spudcan foundation in normally consolidated clay. The uplift resistance during spudcan extraction was examined with particular attention paid to the development of suction at the spudcan base. The test results revealed that the suction developed at the interface between the spudcan base and the underlying soil can be the major resistance during extraction of spudcans with a relatively long operation period. © 2005 Taylor & Francis Group.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleFrontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics
dc.description.page517-522
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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