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Article: Plate on layered foundation analyzed by a semi-analytical and semi-numerical method

TitlePlate on layered foundation analyzed by a semi-analytical and semi-numerical method
Authors
KeywordsFinite element method
Fundamental solution
Layered foundation
Raft on foundation
Transfer matrix method
Issue Date2003
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo
Citation
Computers And Geotechnics, 2003, v. 30 n. 5, p. 409-418 How to Cite?
AbstractA semi-analytical and semi-numerical method is developed for the analysis of plate-layered soil systems. Applying a Hankel transform, an expression relating the surface settlement and the reaction of the layered soil is derived. Such a reaction can be treated as a load acting on the plate in addition to the applied external load. Having the plate modeled by eight-noded isoparametric elements, the governing equations of the plate can be formed and solved. Numerical examples, including square, trapezoidal and circular plates resting on elastic layered soil, are given to demonstrate the advantages, accuracy and versatility of this method. © 2003 Elsevier Science Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/71810
ISSN
2015 Impact Factor: 1.705
2015 SCImago Journal Rankings: 2.033
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorWang, YHen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorTsui, Yen_HK
dc.contributor.authorYue, ZQen_HK
dc.date.accessioned2010-09-06T06:35:22Z-
dc.date.available2010-09-06T06:35:22Z-
dc.date.issued2003en_HK
dc.identifier.citationComputers And Geotechnics, 2003, v. 30 n. 5, p. 409-418en_HK
dc.identifier.issn0266-352Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71810-
dc.description.abstractA semi-analytical and semi-numerical method is developed for the analysis of plate-layered soil systems. Applying a Hankel transform, an expression relating the surface settlement and the reaction of the layered soil is derived. Such a reaction can be treated as a load acting on the plate in addition to the applied external load. Having the plate modeled by eight-noded isoparametric elements, the governing equations of the plate can be formed and solved. Numerical examples, including square, trapezoidal and circular plates resting on elastic layered soil, are given to demonstrate the advantages, accuracy and versatility of this method. © 2003 Elsevier Science Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeoen_HK
dc.relation.ispartofComputers and Geotechnicsen_HK
dc.subjectFinite element methoden_HK
dc.subjectFundamental solutionen_HK
dc.subjectLayered foundationen_HK
dc.subjectRaft on foundationen_HK
dc.subjectTransfer matrix methoden_HK
dc.titlePlate on layered foundation analyzed by a semi-analytical and semi-numerical methoden_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0266-352X&volume=30&spage=409&epage=418&date=2003&atitle=Plate+on+layered+foundation+analyzed+by+a+semi-analytical+and+semi-numerical+methoden_HK
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_HK
dc.identifier.emailYue, ZQ:yueqzq@hkucc.hku.hken_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/S0266-352X(03)00014-4en_HK
dc.identifier.scopuseid_2-s2.0-0037411020en_HK
dc.identifier.hkuros76051en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0037411020&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume30en_HK
dc.identifier.issue5en_HK
dc.identifier.spage409en_HK
dc.identifier.epage418en_HK
dc.identifier.isiWOS:000182104800004-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridWang, YH=9737738500en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridTsui, Y=7006760586en_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK

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