Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65083
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dc.titleA variational approach for vertical deformation analysis of pile group
dc.contributor.authorShen, W.Y.
dc.contributor.authorChow, Y.K.
dc.contributor.authorYong, K.Y.
dc.date.accessioned2014-06-17T08:12:49Z
dc.date.available2014-06-17T08:12:49Z
dc.date.issued1997
dc.identifier.citationShen, W.Y.,Chow, Y.K.,Yong, K.Y. (1997). A variational approach for vertical deformation analysis of pile group. International Journal for Numerical and Analytical Methods in Geomechanics 21 (11) : 741-752. ScholarBank@NUS Repository.
dc.identifier.issn03639061
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65083
dc.description.abstractA variational approach for the analysis of vertical deformation of pile groups is presented. The method assumes that the deformation of piles can be represented by a finite series. The method applies the principle of minimum potential energy to determine the deformation of piles. Using this method, an analytical solution for pile groups in soil modelled by the theoretical load - transfer curves can be obtained rigorously. Analysis of field tests indicates that the method can predict the performance of pile groups reasonably well.
dc.sourceScopus
dc.subjectPile group
dc.subjectVertical deformation analysis
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal for Numerical and Analytical Methods in Geomechanics
dc.description.volume21
dc.description.issue11
dc.description.page741-752
dc.description.codenIJNGD
dc.identifier.isiutNOT_IN_WOS
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