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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74293
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dc.titlePerformance of pile due to tunneling-induced soil movements
dc.contributor.authorOng, C.W.
dc.contributor.authorLeung, C.F.
dc.contributor.authorYong, K.Y.
dc.contributor.authorChow, Y.K.
dc.date.accessioned2014-06-19T05:51:13Z
dc.date.available2014-06-19T05:51:13Z
dc.date.issued2007
dc.identifier.citationOng, C.W.,Leung, C.F.,Yong, K.Y.,Chow, Y.K. (2007). Performance of pile due to tunneling-induced soil movements. "Proceedings of the 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises" 1 : 619-624. ScholarBank@NUS Repository.
dc.identifier.isbn0415408075
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74293
dc.description.abstractTunneling would inevitably induce vertical and lateral soil movements on piles supporting adjacent buildings. In the present study, centrifuge model tests were conducted to evaluate the free-field soil movements due to tunneling and the effects of soil movements on a free-head single pile located nearby. Three-dimensional finite element analysis was also performed to back-analyze the centrifuge test data. The measured and predicted pile responses due to tunneling show fair agreement in both short-term (immediately after tunnel excavation) and long-term. © 2007 Taylor & Francis Group.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitle"Proceedings of the 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises"
dc.description.volume1
dc.description.page619-624
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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