Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74258
DC FieldValue
dc.titleNegative skin friction on end-bearing piles
dc.contributor.authorShen, R.F.
dc.contributor.authorLeung, C.F.
dc.contributor.authorChow, Y.K.
dc.date.accessioned2014-06-19T05:50:49Z
dc.date.available2014-06-19T05:50:49Z
dc.date.issued2006
dc.identifier.citationShen, R.F.,Leung, C.F.,Chow, Y.K. (2006). Negative skin friction on end-bearing piles. Proceedings of the 6th International Conference on Physical Modelling in Geotechnics - Physical Modelling in Geotechnics - 6th ICPMG '06 2 : 875-880. ScholarBank@NUS Repository.
dc.identifier.isbn0415415861
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74258
dc.description.abstractAn elaborate centrifuge modelling scheme was developed to seamlessly incorporate multiple sequential stages into one model test to induce negative skin friction on an end-bearing instrumented model pile by three typical causes, namely re-consolidation of remoulded clay after pile installation, underground water drawdown as well as surcharge loading. The behavior of the end-bearing model pile subjected to negative skin friction due to the above 3 causes, coupled with simultaneous dead load and live loads at various stages was scrutinized in a realistic and collective manner and presented in this paper. © 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.page875-880
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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