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Article: Infinite layer for the analysis of a single pile

TitleInfinite layer for the analysis of a single pile
Authors
Issue Date1987
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo
Citation
Computers And Geotechnics, 1987, v. 3 n. 4, p. 229-249 How to Cite?
AbstractThis paper proposes a solution for single pile embedded in layered soil. The soil is divided into a number of infinite layers and the displacement shape functions of the layer are given as a product of piecewise polynomial expansion along the depth and series expansions in radial as well as tangential directions. The pile is divided into a number of solid bar elements along its length and it deforms as a rigid section in the horizontal plane. The interaction between the two components can be treated in the standard manner. Typical examples of a single pile are presented to demonstrate the versatility and accuracy of the method. © 1987.
Persistent Identifierhttp://hdl.handle.net/10722/150433
ISSN
2015 Impact Factor: 1.705
2015 SCImago Journal Rankings: 2.033

 

DC FieldValueLanguage
dc.contributor.authorGuo, DJen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:04:45Z-
dc.date.available2012-06-26T06:04:45Z-
dc.date.issued1987en_US
dc.identifier.citationComputers And Geotechnics, 1987, v. 3 n. 4, p. 229-249en_US
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150433-
dc.description.abstractThis paper proposes a solution for single pile embedded in layered soil. The soil is divided into a number of infinite layers and the displacement shape functions of the layer are given as a product of piecewise polynomial expansion along the depth and series expansions in radial as well as tangential directions. The pile is divided into a number of solid bar elements along its length and it deforms as a rigid section in the horizontal plane. The interaction between the two components can be treated in the standard manner. Typical examples of a single pile are presented to demonstrate the versatility and accuracy of the method. © 1987.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeoen_US
dc.relation.ispartofComputers and Geotechnicsen_US
dc.titleInfinite layer for the analysis of a single pileen_US
dc.typeArticleen_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-38149145308en_US
dc.identifier.volume3en_US
dc.identifier.issue4en_US
dc.identifier.spage229en_US
dc.identifier.epage249en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridGuo, DJ=7403332458en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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