DISCUSSION OF PROCEDURES FOR THE DETERMINATION OF PILE CAPACITY
The Ohio Department of Transportation (ODOT) uses the following methods in determining pile capacity: static analysis, "Engineering News" driving formula, static load tests, dynamic load tests, wave equation program, and Case pile wave analysis program. The ODOT's procedures in using these methods are discussed in this paper along with a case history. A preview of responses from a survey on pile testing and installation practices is also presented. The need to load test and to document load test results is emphasized.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309047056
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1169, Geotechnical Instrumentation. 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:
- Engel, Richard L
- Publication Date: 1988
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 54-61
- Monograph Title: Geotechnical instrumentation
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Serial:
- Transportation Research Record
- Issue Number: 1169
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Case studies; Data collection; Dynamic tests; Load tests; Pile driving; Static loads; Static structural analysis; Structural tests; Support piles; Surveys; Wave equations
- Old TRIS Terms: Pile bearing capacities; Pile tests; Static analysis; Static loading; Wave equation formula
- Subject Areas: Bridges and other structures; Construction; Geotechnology; Highways; Public Transportation; I42: Soil Mechanics;
Filing Info
- Accession Number: 00480992
- Record Type: Publication
- ISBN: 0309047056
- Files: TRIS, TRB, ATRI
- Created Date: Mar 31 1989 12:00AM