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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74298
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dc.titlePile responses due to tunnelling in clay
dc.contributor.authorOng, C.W.
dc.contributor.authorLeung, C.F.
dc.contributor.authorYong, K.Y.
dc.contributor.authorChow, Y.K.
dc.date.accessioned2014-06-19T05:51:16Z
dc.date.available2014-06-19T05:51:16Z
dc.date.issued2006
dc.identifier.citationOng, 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.
dc.identifier.isbn0415415861
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74298
dc.description.abstractA 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.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleProceedings of the 6th International Conference on Physical Modelling in Geotechnics - Physical Modelling in Geotechnics - 6th ICPMG '06
dc.description.volume2
dc.description.page1177-1182
dc.identifier.isiutNOT_IN_WOS
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