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Please use this identifier to cite or link to this item: https://doi.org/10.1139/t90-070
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dc.titlePERFORMANCE OF PILES WITH ENLARGED BASES SUBJECT TO UPLIFT FORCES
dc.contributor.authorDICKIN, EA
dc.contributor.authorLEUNG, CF
dc.date.accessioned2021-12-22T23:29:42Z
dc.date.available2021-12-22T23:29:42Z
dc.date.issued1990-10-01
dc.identifier.citationDICKIN, EA, LEUNG, CF (1990-10-01). PERFORMANCE OF PILES WITH ENLARGED BASES SUBJECT TO UPLIFT FORCES. CANADIAN GEOTECHNICAL JOURNAL 27 (5) : 546-556. ScholarBank@NUS Repository. https://doi.org/10.1139/t90-070
dc.identifier.issn00083674
dc.identifier.issn12086010
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/211699
dc.description.abstractThe influence of embedment, base diameter, and backfill density on the uplift behaviour of piles with enlarged bases embedded in sand was investigated in a centrifuge. Comparative tests on straight-shafted piles are also reported. For piles in dense sand, sensible agreement was found with earlier research on anchor plates and published field data. However, uplift capacities in loose sand were considerably lower than previously observed for anchor plates. The normally conservative vertical slip-surface model is alone in providing reasonable agreement with the surprisingly low observations for piles in loose sand. -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.typeArticle
dc.date.updated2021-12-19T04:31:37Z
dc.contributor.departmentCIVIL AND ENVIRONMENTAL ENGINEERING
dc.description.doi10.1139/t90-070
dc.description.sourcetitleCANADIAN GEOTECHNICAL JOURNAL
dc.description.volume27
dc.description.issue5
dc.description.page546-556
dc.published.statePublished
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