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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66142
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dc.titleSettlement analysis of socketed pile groups
dc.contributor.authorChow, Y.K.
dc.contributor.authorChin, J.T.
dc.contributor.authorKog, Y.C.
dc.contributor.authorLee, S.L.
dc.date.accessioned2014-06-17T08:24:45Z
dc.date.available2014-06-17T08:24:45Z
dc.date.issued1990-08
dc.identifier.citationChow, Y.K.,Chin, J.T.,Kog, Y.C.,Lee, S.L. (1990-08). Settlement analysis of socketed pile groups. Journal of geotechnical engineering 116 (8) : 1171-1184. ScholarBank@NUS Repository.
dc.identifier.issn07339410
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66142
dc.description.abstractA numerical procedure is presented for the settlement analysis of group piles that penetrate an upper soil layer to socket into a firm bearing stratum of finite stiffness. An extensive parametric study is carried out to investigate the influence of various parameters on the performance of the socketed pile groups. The graphical solutions can be conveniently used to estimate the settlement of the pile groups at normal working loads. Application of the theoretical solutions is illustrated by a case study on the settlements of two multistory buildings supported on socketed pile groups.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of geotechnical engineering
dc.description.volume116
dc.description.issue8
dc.description.page1171-1184
dc.description.codenJGEND
dc.identifier.isiutNOT_IN_WOS
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