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Article: Design charts for a Laterally-Loaded Rock-Socketted pile in granular soil

TitleDesign charts for a Laterally-Loaded Rock-Socketted pile in granular soil
Authors
KeywordsHorizontal subgrade modulus
Laterally-loaded rock socketted pile
Stiffness factor
Winkler approach
Issue Date1998
PublisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.asp
Citation
Transactions Hong Kong Institution Of Engineers, 1998, v. 5 n. 2, p. 30-36 How to Cite?
AbstractA parametric study of a laterally loaded pile in granular soil with a socketted tip is presented. The variation of subgrade modulus of granular soil is assumed to be linearly increasing with depth, from zero at the surface. The study covers all end constraint conditions, including fixed and pinned pile tips, and fixed and free pile heads. Both applied moment and lateral load at the head of the pile were considered. The displacements, moments and shear forces along the piles were determined using a finite element method. The results of the deformation coefficients, force coefficients and minimum socketted depths are presented as a set of design charts.
Persistent Identifierhttp://hdl.handle.net/10722/71841
ISSN
2015 SCImago Journal Rankings: 0.145
References

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_HK
dc.date.accessioned2010-09-06T06:35:39Z-
dc.date.available2010-09-06T06:35:39Z-
dc.date.issued1998en_HK
dc.identifier.citationTransactions Hong Kong Institution Of Engineers, 1998, v. 5 n. 2, p. 30-36en_HK
dc.identifier.issn1023-697Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71841-
dc.description.abstractA parametric study of a laterally loaded pile in granular soil with a socketted tip is presented. The variation of subgrade modulus of granular soil is assumed to be linearly increasing with depth, from zero at the surface. The study covers all end constraint conditions, including fixed and pinned pile tips, and fixed and free pile heads. Both applied moment and lateral load at the head of the pile were considered. The displacements, moments and shear forces along the piles were determined using a finite element method. The results of the deformation coefficients, force coefficients and minimum socketted depths are presented as a set of design charts.en_HK
dc.languageengen_HK
dc.publisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.aspen_HK
dc.relation.ispartofTransactions Hong Kong Institution of Engineersen_HK
dc.subjectHorizontal subgrade modulusen_HK
dc.subjectLaterally-loaded rock socketted pileen_HK
dc.subjectStiffness factoren_HK
dc.subjectWinkler approachen_HK
dc.titleDesign charts for a Laterally-Loaded Rock-Socketted pile in granular soilen_HK
dc.typeArticleen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-77949979575en_HK
dc.identifier.hkuros51004en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77949979575&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume5en_HK
dc.identifier.issue2en_HK
dc.identifier.spage30en_HK
dc.identifier.epage36en_HK
dc.publisher.placeHong Kongen_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK

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