Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/75113
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dc.titleContinuous pipe penetration in clay
dc.contributor.authorTho, K.K.
dc.contributor.authorLeung, C.F.
dc.contributor.authorChow, Y.K.
dc.contributor.authorPalmer, A.C.
dc.date.accessioned2014-06-19T09:18:08Z
dc.date.available2014-06-19T09:18:08Z
dc.date.issued2012
dc.identifier.citationTho, 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.
dc.identifier.isbn9781880653937
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/75113
dc.description.abstractThe 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.
dc.sourceScopus
dc.subjectClay
dc.subjectElement
dc.subjectEulerian
dc.subjectFinite
dc.subjectOn-bottom stability
dc.subjectPenetration
dc.subjectPipe
dc.typeConference Paper
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.sourcetitleProceedings of the 10th (2012) ISOPE Pacific/Asia Offshore Mechanics Symposium, PACOMS 2012
dc.description.page223-228
dc.identifier.isiutNOT_IN_WOS
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