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Article: Elastic analysis of axially loaded single pile in multilayered soils
Title | Elastic analysis of axially loaded single pile in multilayered soils | ||||
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Authors | |||||
Keywords | Analytical method Elasticity Integral transforms Pile foundation Soil mechanics | ||||
Issue Date | 2009 | ||||
Publisher | Elsevier 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? | ||||
Abstract | Based 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 Identifier | http://hdl.handle.net/10722/124545 | ||||
ISSN | 2023 Impact Factor: 5.7 2023 SCImago Journal Rankings: 1.625 | ||||
ISI Accession Number ID |
Funding Information: The work reported here is supported by the National Natural Science Foundation of China (Grant No. 50578121). | ||||
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ai, ZY | en_HK |
dc.contributor.author | Yue, ZQ | en_HK |
dc.date.accessioned | 2010-10-31T10:40:34Z | - |
dc.date.available | 2010-10-31T10:40:34Z | - |
dc.date.issued | 2009 | en_HK |
dc.identifier.citation | International Journal Of Engineering Science, 2009, v. 47 n. 11-12, p. 1079-1088 | en_HK |
dc.identifier.issn | 0020-7225 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/124545 | - |
dc.description.abstract | Based 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.language | eng | en_HK |
dc.publisher | Elsevier Inc. The Journal's web site is located at http://www.elsevier.com/locate/ijengsci | en_HK |
dc.relation.ispartof | International Journal of Engineering Science | en_HK |
dc.subject | Analytical method | en_HK |
dc.subject | Elasticity | en_HK |
dc.subject | Integral transforms | en_HK |
dc.subject | Pile foundation | en_HK |
dc.subject | Soil mechanics | en_HK |
dc.title | Elastic analysis of axially loaded single pile in multilayered soils | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://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+soils | en_HK |
dc.identifier.email | Yue, ZQ:yueqzq@hkucc.hku.hk | en_HK |
dc.identifier.authority | Yue, ZQ=rp00209 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.ijengsci.2008.07.005 | en_HK |
dc.identifier.scopus | eid_2-s2.0-71649106903 | en_HK |
dc.identifier.hkuros | 179406 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-71649106903&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 47 | en_HK |
dc.identifier.issue | 11-12 | en_HK |
dc.identifier.spage | 1079 | en_HK |
dc.identifier.epage | 1088 | en_HK |
dc.identifier.isi | WOS:000272895200004 | - |
dc.publisher.place | United States | en_HK |
dc.identifier.scopusauthorid | Ai, ZY=8417045800 | en_HK |
dc.identifier.scopusauthorid | Yue, ZQ=7102782735 | en_HK |
dc.identifier.issnl | 0020-7225 | - |