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 |
| Appears in Collections: | Elements Staff Publications |
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| File | Description | Size | Format | Access Settings | Version | |
|---|---|---|---|---|---|---|
| 1992 underream CGJ.pdf | 2.84 MB | Adobe PDF | CLOSED | None |
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