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Article: Analysis of pile group by infinite layer method

TitleAnalysis of pile group by infinite layer method
Authors
Issue Date1988
PublisherThomas Telford Ltd. The Journal's web site is located at http://www.geotechnique-ice.com
Citation
Geotechnique, 1988, v. 38 n. 3, p. 415-431 How to Cite?
AbstractThis paper presents an infinite layer method for the analysis of the settlement interaction between piles embedded in layered soil. The soil, which can have properties varying with depth, is divided into a number of infinite layers whereas the pile is divided into the same number of solid bar elements, which deform as a rigid section in the horizontal plane. Based on the single pile model, the increase in settlement of each pile due to interaction with the adjacent pile was calculated by an iteration procedure and is expressed in terms of an interaction factor. The influence of the layered soil, pile spacing and pile stiffness on the interaction effect is also examined. The effect of the rigidity of the pile cap on the load distribution among the poles and the settlement of the foundation system has also been investigated.
Persistent Identifierhttp://hdl.handle.net/10722/149909
ISSN
2015 Impact Factor: 2.0
2015 SCImago Journal Rankings: 2.837

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorGuo, DJen_US
dc.date.accessioned2012-06-26T06:00:30Z-
dc.date.available2012-06-26T06:00:30Z-
dc.date.issued1988en_US
dc.identifier.citationGeotechnique, 1988, v. 38 n. 3, p. 415-431en_US
dc.identifier.issn0016-8505en_US
dc.identifier.urihttp://hdl.handle.net/10722/149909-
dc.description.abstractThis paper presents an infinite layer method for the analysis of the settlement interaction between piles embedded in layered soil. The soil, which can have properties varying with depth, is divided into a number of infinite layers whereas the pile is divided into the same number of solid bar elements, which deform as a rigid section in the horizontal plane. Based on the single pile model, the increase in settlement of each pile due to interaction with the adjacent pile was calculated by an iteration procedure and is expressed in terms of an interaction factor. The influence of the layered soil, pile spacing and pile stiffness on the interaction effect is also examined. The effect of the rigidity of the pile cap on the load distribution among the poles and the settlement of the foundation system has also been investigated.en_US
dc.languageengen_US
dc.publisherThomas Telford Ltd. The Journal's web site is located at http://www.geotechnique-ice.comen_US
dc.relation.ispartofGeotechniqueen_US
dc.titleAnalysis of pile group by infinite layer methoden_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0024069211en_US
dc.identifier.volume38en_US
dc.identifier.issue3en_US
dc.identifier.spage415en_US
dc.identifier.epage431en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridGuo, DJ=7403332458en_US

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