Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/74345
Title: Shear strength changes within jack-up spudcan footprint
Authors: Leung, C.F. 
Gan, C.T. 
Chow, Y.K. 
Keywords: Clay
Footprint
Shear strength
Spudcan
T-bar penetrometer
Issue Date: 2007
Source: 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

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

51
checked on Dec 9, 2017

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.