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|Title:||Performance of pile due to tunneling-induced soil movements||Authors:||Ong, C.W.
|Issue Date:||2007||Citation:||Ong, 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.||Abstract:||Tunneling 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.||Source Title:||"Proceedings of the 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises"||URI:||http://scholarbank.nus.edu.sg/handle/10635/74293||ISBN:||0415408075|
|Appears in Collections:||Staff Publications|
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