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Please use this identifier to cite or link to this item: https://doi.org/10.1139/t92-054
DC FieldValue
dc.titleTHE INFLUENCE OF FOUNDATION GEOMETRY ON THE UPLIFT BEHAVIOR OF PILES WITH ENLARGED BASES
dc.contributor.authorDICKIN, EA
dc.contributor.authorLEUNG, CF
dc.date.accessioned2021-12-22T09:20:49Z
dc.date.available2021-12-22T09:20:49Z
dc.date.issued1992-06-01
dc.identifier.citationDICKIN, EA, LEUNG, CF (1992-06-01). THE INFLUENCE OF FOUNDATION GEOMETRY ON THE UPLIFT BEHAVIOR OF PILES WITH ENLARGED BASES. CANADIAN GEOTECHNICAL JOURNAL 29 (3) : 498-505. ScholarBank@NUS Repository. https://doi.org/10.1139/t92-054
dc.identifier.issn00083674
dc.identifier.issn12086010
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/211688
dc.description.abstractCentrifugal model tests investigating the influence of shaft to base diameter ratio and bell angle on the uplift capacity of piles with enlarged bases (or belled piers) in sand are reported. Increases in the angle of bell and in diameter ratio both result in decrease in net uplift capacity and failure displacement. Studies of failure mechanisms around models of belled piers and anchor plates show distinctly different behaviour characteristics between foundation types. -from Authors
dc.language.isoen
dc.publisherNATL RESEARCH COUNCIL CANADA
dc.sourceElements
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectPhysical Sciences
dc.subjectEngineering, Geological
dc.subjectGeosciences, Multidisciplinary
dc.subjectEngineering
dc.subjectGeology
dc.subjectPILES
dc.subjectSAND
dc.subjectUPLIFT CAPACITY
dc.subjectCENTRIFUGE
dc.subjectDESIGN
dc.subjectVERTICAL ANCHOR PLATES
dc.typeArticle
dc.date.updated2021-12-19T04:30:20Z
dc.contributor.departmentDEPT OF CIVIL & ENVIRONMENTAL ENGG
dc.description.doi10.1139/t92-054
dc.description.sourcetitleCANADIAN GEOTECHNICAL JOURNAL
dc.description.volume29
dc.description.issue3
dc.description.page498-505
dc.published.statePublished
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