LONG-TERM LOAD TRANSFER IN END-BEARING PIPE PILES
Load transfer in small groups of concrete-filled steel pipe piles is determined by means of electric resistance stress and strain meters located in the concrete core along the length of the piles. These load-transfer measurements are compared with those obtained on individual instrumented piles that were load-tested. Measurements of dragdown loads are presented and compared with design values. The effects of live load superimposed on piles subjected to dragdown loads are examined.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03611981
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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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Corporate Authors:
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Authors:
- York, Donald L
- Miller, Vincent G
- Ismael, Nabil F
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Conference:
- 53rd Annual Meeting of the Highway Research Board
- Location: Washington District of Columbia, United States
- Date: 1974-1-21 to 1974-1-25
- Publication Date: 1974
Media Info
- Media Type: Digital/other
- Features: Figures; Photos; References; Tables;
- Pagination: pp 48-60
- Monograph Title: PERFORMANCE OF EARTH RETAINING STRUCTURES AND PILE FOUNDATIONS
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Serial:
- Transportation Research Record
- Issue Number: 517
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Downwash; Electrical resistance; Live loads; Load transfer; Measurement; Pipe; Support piles
- Uncontrolled Terms: Pipe piles
- Old TRIS Terms: Test results
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00084126
- Record Type: Publication
- ISBN: 0309023610
- Files: TRIS, TRB
- Created Date: Apr 22 1975 12:00AM