ASSESSMENT OF HYBRID MODEL FOR PILE GROUPS
The effects of mathematical modeling of pile groups by representing the soil response against the piles through unit-soil-resistance relationships for isolated piles and using elasticity methods to account for group effects were studied by modeling three pile-group tests in clay reported in the literature. Emphasis is placed on the effect of varying the Young's modulus of the soil surrounding the piles and the effects of imperfect pile alignment. The errors in computed cap translation were small; and the errors in load distribution to piles and the axial load distribution along the piles were insignificantly affected by the value of the modulus and could not be eliminated by this modeling method. (Authors)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309029880
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Foundations of Bridges and Other Structures. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- O'Neill, Michael W
- Ghazzaly, Osman I
- Ha, Ho-Boo
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Conference:
- 58th Annual Meeting of the Transportation Research Board
- Location: Washington District of Columbia, United States
- Date: 1979-1-15 to 1979-1-19
- Publication Date: 1979
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 36-43
- Monograph Title: Mechanics of track support, piles and geotechnical data
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Serial:
- Transportation Research Record
- Issue Number: 733
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Axial loads; Clay; Load transfer; Mathematical models; Pile groups; Reviews; Support piles
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00315297
- Record Type: Publication
- ISBN: 0309029880
- Files: TRIS, TRB
- Created Date: Sep 16 1980 12:00AM