Please use this identifier to cite or link to this item: https://doi.org/10.1139/t92-054
Title: THE INFLUENCE OF FOUNDATION GEOMETRY ON THE UPLIFT BEHAVIOR OF PILES WITH ENLARGED BASES
Authors: DICKIN, EA
LEUNG, CF 
Keywords: Science & Technology
Technology
Physical Sciences
Engineering, Geological
Geosciences, Multidisciplinary
Engineering
Geology
PILES
SAND
UPLIFT CAPACITY
CENTRIFUGE
DESIGN
VERTICAL ANCHOR PLATES
Issue Date: 1-Jun-1992
Publisher: NATL RESEARCH COUNCIL CANADA
Citation: DICKIN, 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
Abstract: Centrifugal 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
Source Title: CANADIAN GEOTECHNICAL JOURNAL
URI: https://scholarbank.nus.edu.sg/handle/10635/211688
ISSN: 00083674
12086010
DOI: 10.1139/t92-054
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