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Article: Some remarks on two and three dimensional consolidation analysis of sand-drained ground

TitleSome remarks on two and three dimensional consolidation analysis of sand-drained ground
Authors
Cheung, YKLee, PKKXie, KH
Issue Date1991
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo
Citation
Computers And Geotechnics, 1991, v. 12 n. 1, p. 73-87 How to Cite?
AbstractAlthough the consolidation of sand-drained ground is three dimensional in nature, it has often been analyzed by two dimensional procedure due to the simplicity in computation. Nevertheless, whether such an approach is adequate remains questionable. In this paper, an in-depth study has been made to clarify this question by conducting a systematic two and three dimensional consolidation analysis for the same sand-drained ground using the finite element method and making comparisons of the results. It shows that the results produced by the two dimensional analysis procedure are not entirely adequate and that the simple approach should be adopted with caution. © 1991.
Persistent Identifierhttp://hdl.handle.net/10722/149968
ISSN
0266-352X
2023 Impact Factor: 5.3
2023 SCImago Journal Rankings: 1.725

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorLee, PKKen_US
dc.contributor.authorXie, KHen_US
dc.date.accessioned2012-06-26T06:00:50Z-
dc.date.available2012-06-26T06:00:50Z-
dc.date.issued1991en_US
dc.identifier.citationComputers And Geotechnics, 1991, v. 12 n. 1, p. 73-87en_US
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/149968-
dc.description.abstractAlthough the consolidation of sand-drained ground is three dimensional in nature, it has often been analyzed by two dimensional procedure due to the simplicity in computation. Nevertheless, whether such an approach is adequate remains questionable. In this paper, an in-depth study has been made to clarify this question by conducting a systematic two and three dimensional consolidation analysis for the same sand-drained ground using the finite element method and making comparisons of the results. It shows that the results produced by the two dimensional analysis procedure are not entirely adequate and that the simple approach should be adopted with caution. © 1991.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.titleSome remarks on two and three dimensional consolidation analysis of sand-drained grounden_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.identifier.authorityLee, PKK=rp00141en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0026359196en_US
dc.identifier.volume12en_US
dc.identifier.issue1en_US
dc.identifier.spage73en_US
dc.identifier.epage87en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridLee, PKK=24522826500en_US
dc.identifier.scopusauthoridXie, KH=7201452360en_US
dc.identifier.issnl0266-352X-

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