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|Title:||Shear strength changes within jack-up spudcan footprint||Authors:||Leung, C.F.
|Issue Date:||2007||Citation:||Leung, C.F.,Gan, C.T.,Chow, Y.K. (2007). Shear strength changes within jack-up spudcan footprint. Proceedings of the International Offshore and Polar Engineering Conference : 1504-1509. ScholarBank@NUS Repository.||Abstract:||Spudcan footprint left by former jack-up activity can be hazardous to new spudcan installation. A centrifuge model study was carried out to investigate the changes in the shear strength profiles within a footprint at two different times after its formation. By attaching a T-bar on a moving platform, the shear strength profiles at different locations within a footprint can be determined. The test results reveal that the interaction between a new spudcan installation and an existing footprint interaction is a time dependent problem. Copyright © 2007 by The International Society of Offshore and Polar Engineers(ISOPE).||Source Title:||Proceedings of the International Offshore and Polar Engineering Conference||URI:||http://scholarbank.nus.edu.sg/handle/10635/74345||ISBN:||1880653680||ISSN:||10986189|
|Appears in Collections:||Staff Publications|
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