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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/75108
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dc.titleBehaviour of pile above tunnel in clay
dc.contributor.authorHartono, E.
dc.contributor.authorLeung, C.F.
dc.contributor.authorShen, R.F.
dc.contributor.authorChow, Y.K.
dc.contributor.authorNg, Y.S.
dc.contributor.authorTan, H.T.
dc.contributor.authorHua, C.J.
dc.date.accessioned2014-06-19T09:18:04Z
dc.date.available2014-06-19T09:18:04Z
dc.date.issued2014
dc.identifier.citationHartono, E.,Leung, C.F.,Shen, R.F.,Chow, Y.K.,Ng, Y.S.,Tan, H.T.,Hua, C.J. (2014). Behaviour of pile above tunnel in clay. Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014 2 : 833-838. ScholarBank@NUS Repository.
dc.identifier.isbn9781138022225
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/75108
dc.description.abstractCentrifuge model study was carried out to investigate the effects of tunnelling beneath piled foundation in soft clay. Tests were performed on a single pile with its toe at three meters above the tunnel crown and located at various distances from the tunnel centre line. The induced pile axial load transfer and bending moment profiles due to tunneling are examined in this paper. It was found that the induced axial load transfer due to tunnelling changes considerably for a pile located directly above tunnel crown, at tunnel edge and at two tunnel diameters away from the tunnel centre line. © 2014 Taylor & Francis Group.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.sourcetitlePhysical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
dc.description.volume2
dc.description.page833-838
dc.identifier.isiutNOT_IN_WOS
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