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|Title:||Pile responses due to tunnelling in clay||Authors:||Ong, C.W.
|Issue Date:||2006||Citation:||Ong, C.W.,Leung, C.F.,Yong, K.Y.,Chow, Y.K. (2006). Pile responses due to tunnelling in clay. Proceedings of the 6th International Conference on Physical Modelling in Geotechnics - Physical Modelling in Geotechnics - 6th ICPMG '06 2 : 1177-1182. ScholarBank@NUS Repository.||Abstract:||A technique has been developed to simulate the inward tunnel lining deformation in centrifuge model tests. The short-term and long-term lateral and axial pile responses due to tunnelling in clay are compared with those obtained from the earlier tests on ovalisation of tunnel lining. The observed pile responses are also evaluated against the measured free field soil movements due to tunnelling using the Particle Image Velocimetry technique. © 2006 Taylor & Francis Group.||Source Title:||Proceedings of the 6th International Conference on Physical Modelling in Geotechnics - Physical Modelling in Geotechnics - 6th ICPMG '06||URI:||http://scholarbank.nus.edu.sg/handle/10635/74298||ISBN:||0415415861|
|Appears in Collections:||Staff Publications|
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