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Article: Analysis of axially loaded single pile and pile group in non-homogeneous soil

TitleAnalysis of axially loaded single pile and pile group in non-homogeneous soil
Authors
KeywordsA single pile or pile groups
Non-homogeneous foundation
Slipping
Subsidence
The fundamental solutions of layered elastic solids
Issue Date2009
PublisherQinghua Daxue, Tumu Shuili Gongcheng Xueyuan, Tumu Xi. The Journal's web site is located at http://gclx.periodicals.net.cn/
Citation
Gongcheng Lixue/Engineering Mechanics, 2009, v. 26 n. 2, p. 163-167 How to Cite?
AbstractThe method for analyzing a single pile and pile groups in non-homogeneous soil is presented. The pile is discretized into cylinder and circular elements, and the corresponding soil is also discretized into the elements of the same amount and type. The equations of stress and displacements are established for piles and soil, respectively. The beam theory is used to establish the pile equation of stress and displacements, and the fundamental solutions of layered solids are used to establish the pile equation. The global equations for obtaining loads and displacements of pile-foundation interaction are presented by using displacement compatibility. The slipping problem of a pile and foundation is also considered. Finally, three examples of a single pile or pile groups are analyzed to demonstrate this numerical method. Because of using the fundamental solutions of layered elastic solids, the proposed method can be used for analysis of the pile-foundation interaction in non-homogeneous soil.
Persistent Identifierhttp://hdl.handle.net/10722/58562
ISSN
2015 SCImago Journal Rankings: 0.487
References

 

DC FieldValueLanguage
dc.contributor.authorXiao, HTen_HK
dc.contributor.authorYue, Qen_HK
dc.contributor.authorYue, ZQen_HK
dc.date.accessioned2010-05-31T03:32:34Z-
dc.date.available2010-05-31T03:32:34Z-
dc.date.issued2009en_HK
dc.identifier.citationGongcheng Lixue/Engineering Mechanics, 2009, v. 26 n. 2, p. 163-167en_HK
dc.identifier.issn1000-4750en_HK
dc.identifier.urihttp://hdl.handle.net/10722/58562-
dc.description.abstractThe method for analyzing a single pile and pile groups in non-homogeneous soil is presented. The pile is discretized into cylinder and circular elements, and the corresponding soil is also discretized into the elements of the same amount and type. The equations of stress and displacements are established for piles and soil, respectively. The beam theory is used to establish the pile equation of stress and displacements, and the fundamental solutions of layered solids are used to establish the pile equation. The global equations for obtaining loads and displacements of pile-foundation interaction are presented by using displacement compatibility. The slipping problem of a pile and foundation is also considered. Finally, three examples of a single pile or pile groups are analyzed to demonstrate this numerical method. Because of using the fundamental solutions of layered elastic solids, the proposed method can be used for analysis of the pile-foundation interaction in non-homogeneous soil.en_HK
dc.languagechien_HK
dc.publisherQinghua Daxue, Tumu Shuili Gongcheng Xueyuan, Tumu Xi. The Journal's web site is located at http://gclx.periodicals.net.cn/en_HK
dc.relation.ispartofGongcheng Lixue/Engineering Mechanicsen_HK
dc.subjectA single pile or pile groupsen_HK
dc.subjectNon-homogeneous foundationen_HK
dc.subjectSlippingen_HK
dc.subjectSubsidenceen_HK
dc.subjectThe fundamental solutions of layered elastic solidsen_HK
dc.titleAnalysis of axially loaded single pile and pile group in non-homogeneous soilen_HK
dc.typeArticleen_HK
dc.identifier.emailYue, ZQ:yueqzq@hkucc.hku.hken_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-61949307654en_HK
dc.identifier.hkuros165878en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-61949307654&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume26en_HK
dc.identifier.issue2en_HK
dc.identifier.spage163en_HK
dc.identifier.epage167en_HK
dc.publisher.placeChinaen_HK
dc.identifier.scopusauthoridXiao, HT=7401565578en_HK
dc.identifier.scopusauthoridYue, Q=8394535200en_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK

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