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|Title:||Continuous pipe penetration in clay|
|Authors:||Tho, K.K. |
|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|
|Appears in Collections:||Staff Publications|
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