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Article: Elastoplastic analysis of soil-pile interaction
Title | Elastoplastic analysis of soil-pile interaction |
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Authors | |
Issue Date | 1991 |
Publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo |
Citation | Computers And Geotechnics, 1991, v. 12 n. 2, p. 115-132 How to Cite? |
Abstract | A finite element analysis of soil-pile interaction is presented in this paper. Goodman's interface elements and four elastic and elastoplastic constitutive models of soil are used. The calculated results are compared with field measurements. The necessity for considering the elastoplastic behaviour of soil coupled with interface elements and the effects of overconsolidation in the analysis of the soil-pile interaction problems is demonstrated. © 1991. |
Persistent Identifier | http://hdl.handle.net/10722/149969 |
ISSN | 2023 Impact Factor: 5.3 2023 SCImago Journal Rankings: 1.725 |
DC Field | Value | Language |
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dc.contributor.author | Cheung, YK | en_US |
dc.contributor.author | Lee, PKK | en_US |
dc.contributor.author | Zhao, WB | en_US |
dc.date.accessioned | 2012-06-26T06:00:50Z | - |
dc.date.available | 2012-06-26T06:00:50Z | - |
dc.date.issued | 1991 | en_US |
dc.identifier.citation | Computers And Geotechnics, 1991, v. 12 n. 2, p. 115-132 | en_US |
dc.identifier.issn | 0266-352X | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/149969 | - |
dc.description.abstract | A finite element analysis of soil-pile interaction is presented in this paper. Goodman's interface elements and four elastic and elastoplastic constitutive models of soil are used. The calculated results are compared with field measurements. The necessity for considering the elastoplastic behaviour of soil coupled with interface elements and the effects of overconsolidation in the analysis of the soil-pile interaction problems is demonstrated. © 1991. | 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 | Elastoplastic analysis of soil-pile interaction | en_US |
dc.type | Article | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.email | Lee, PKK:hreclkk@hkucc.hku.hk | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.identifier.authority | Lee, PKK=rp00141 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0026359433 | en_US |
dc.identifier.volume | 12 | en_US |
dc.identifier.issue | 2 | en_US |
dc.identifier.spage | 115 | en_US |
dc.identifier.epage | 132 | en_US |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.scopusauthorid | Lee, PKK=24522826500 | en_US |
dc.identifier.scopusauthorid | Zhao, WB=8630630500 | en_US |
dc.identifier.issnl | 0266-352X | - |