Please use this identifier to cite or link to this item:
|Title:||Continuous pipe penetration in clay||Authors:||Tho, K.K.
|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|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Apr 20, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.