Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/75113
Title: Continuous pipe penetration in clay
Authors: Tho, K.K. 
Leung, C.F. 
Chow, Y.K. 
Palmer, A.C. 
Keywords: Clay
Element
Eulerian
Finite
On-bottom stability
Penetration
Pipe
Issue Date: 2012
Citation: Tho, K.K.,Leung, C.F.,Chow, Y.K.,Palmer, A.C. (2012). Continuous pipe penetration in clay. Proceedings of the 10th (2012) ISOPE Pacific/Asia Offshore Mechanics Symposium, PACOMS 2012 : 223-228. ScholarBank@NUS Repository.
Abstract: The load-penetration response of a pipe in clay is of fundamental importance to the on-bottom stability assessment of a pipeline and the interpretation of T-bar penetrometer data. This paper aims to summarize the findings of a series of large strain large deformation numerical analyses performed to simulate the continuous loadpenetration response of a smooth pipe section with particular emphasis on the transition from a shallow bearing capacity mechanism to a deep plastic flow mechanism and elucidates on the practical implications of the key findings. © 2012 by International Society of Offshore and Polar Engineers.
Source Title: Proceedings of the 10th (2012) ISOPE Pacific/Asia Offshore Mechanics Symposium, PACOMS 2012
URI: http://scholarbank.nus.edu.sg/handle/10635/75113
ISBN: 9781880653937
Appears in Collections:Staff Publications

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