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Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(129)
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dc.titleAnalysis of piled raft foundations using a variational approach
dc.contributor.authorChow, Y.K.
dc.contributor.authorYong, K.Y.
dc.contributor.authorShen, W.Y.
dc.date.accessioned2014-10-07T06:26:09Z
dc.date.available2014-10-07T06:26:09Z
dc.date.issued2001
dc.identifier.citationChow, Y.K.,Yong, K.Y.,Shen, W.Y. (2001). Analysis of piled raft foundations using a variational approach. International Journal of Geomechanics 1 (2) : 129-147. ScholarBank@NUS Repository. <a href="https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(129)" target="_blank">https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(129)</a>
dc.identifier.issn15323641
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/84522
dc.description.abstractA variational approach for the analysis of piled raft foundations is presented. The raft and piles are both analyzed by the use of the principle of minimum potential energy. By representing the deformation of the piles and raft using finite series, the method is very efficient for the analysis of a piled raft with a large number of piles. Comparisons with other numerical methods and field measurements have shown reasonable agreement. © 2003 ASCE.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)1532-3641(2001)1:2(129)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)1532-3641(2001)1:2(129)
dc.description.sourcetitleInternational Journal of Geomechanics
dc.description.volume1
dc.description.issue2
dc.description.page129-147
dc.identifier.isiutNOT_IN_WOS
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