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Article: Infinite layer for the analysis of a single pile
Title | Infinite layer for the analysis of a single pile |
---|---|
Authors | |
Issue Date | 1987 |
Publisher | Pergamon. 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? |
Abstract | This 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 Identifier | http://hdl.handle.net/10722/150433 |
ISSN | 2023 Impact Factor: 5.3 2023 SCImago Journal Rankings: 1.725 |
DC Field | Value | Language |
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dc.contributor.author | Guo, DJ | en_US |
dc.contributor.author | Tham, LG | en_US |
dc.contributor.author | Cheung, YK | en_US |
dc.date.accessioned | 2012-06-26T06:04:45Z | - |
dc.date.available | 2012-06-26T06:04:45Z | - |
dc.date.issued | 1987 | en_US |
dc.identifier.citation | Computers And Geotechnics, 1987, v. 3 n. 4, p. 229-249 | en_US |
dc.identifier.issn | 0266-352X | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150433 | - |
dc.description.abstract | This 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.language | eng | en_US |
dc.publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo | en_US |
dc.relation.ispartof | Computers and Geotechnics | en_US |
dc.title | Infinite layer for the analysis of a single pile | en_US |
dc.type | Article | en_US |
dc.identifier.email | Tham, LG:hrectlg@hkucc.hku.hk | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Tham, LG=rp00176 | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-38149145308 | en_US |
dc.identifier.volume | 3 | en_US |
dc.identifier.issue | 4 | en_US |
dc.identifier.spage | 229 | en_US |
dc.identifier.epage | 249 | en_US |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Guo, DJ=7403332458 | en_US |
dc.identifier.scopusauthorid | Tham, LG=7006213628 | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.issnl | 0266-352X | - |