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Article: Elastic analysis of axially loaded single pile in multilayered soils

TitleElastic analysis of axially loaded single pile in multilayered soils
Authors
KeywordsAnalytical method
Elasticity
Integral transforms
Pile foundation
Soil mechanics
Issue Date2009
PublisherElsevier Inc. The Journal's web site is located at http://www.elsevier.com/locate/ijengsci
Citation
International Journal Of Engineering Science, 2009, v. 47 n. 11-12, p. 1079-1088 How to Cite?
AbstractBased on the vertical point solution of multilayered elastic medium, this paper presents a method for the elastic analysis of axially loaded single pile in layered soils. The method is easily incorporated into a computational scheme for accurate numerical analysis and prediction of the pile behavior under loading. The results of the method are compared well with the existing solutions in the literature. A parametric study for a six-layered elastic soil is further presented to show the effects of layered soils on the behavior of a single pile. © 2008 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/124545
ISSN
2015 Impact Factor: 3.165
2015 SCImago Journal Rankings: 1.916
ISI Accession Number ID
Funding AgencyGrant Number
National Natural Science Foundation of China50578121
Funding Information:

The work reported here is supported by the National Natural Science Foundation of China (Grant No. 50578121).

References

 

DC FieldValueLanguage
dc.contributor.authorAi, ZYen_HK
dc.contributor.authorYue, ZQen_HK
dc.date.accessioned2010-10-31T10:40:34Z-
dc.date.available2010-10-31T10:40:34Z-
dc.date.issued2009en_HK
dc.identifier.citationInternational Journal Of Engineering Science, 2009, v. 47 n. 11-12, p. 1079-1088en_HK
dc.identifier.issn0020-7225en_HK
dc.identifier.urihttp://hdl.handle.net/10722/124545-
dc.description.abstractBased on the vertical point solution of multilayered elastic medium, this paper presents a method for the elastic analysis of axially loaded single pile in layered soils. The method is easily incorporated into a computational scheme for accurate numerical analysis and prediction of the pile behavior under loading. The results of the method are compared well with the existing solutions in the literature. A parametric study for a six-layered elastic soil is further presented to show the effects of layered soils on the behavior of a single pile. © 2008 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherElsevier Inc. The Journal's web site is located at http://www.elsevier.com/locate/ijengscien_HK
dc.relation.ispartofInternational Journal of Engineering Scienceen_HK
dc.subjectAnalytical methoden_HK
dc.subjectElasticityen_HK
dc.subjectIntegral transformsen_HK
dc.subjectPile foundationen_HK
dc.subjectSoil mechanicsen_HK
dc.titleElastic analysis of axially loaded single pile in multilayered soilsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0020-7225&volume=47&issue=11-12&spage=1079&epage=1088&date=2009&atitle=Elastic+analysis+of+axially+loaded+single+pile+in+multilayered+soilsen_HK
dc.identifier.emailYue, ZQ:yueqzq@hkucc.hku.hken_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.ijengsci.2008.07.005en_HK
dc.identifier.scopuseid_2-s2.0-71649106903en_HK
dc.identifier.hkuros179406en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-71649106903&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume47en_HK
dc.identifier.issue11-12en_HK
dc.identifier.spage1079en_HK
dc.identifier.epage1088en_HK
dc.identifier.isiWOS:000272895200004-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridAi, ZY=8417045800en_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK

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