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Title:
BEHAVIOR OF INTEGRAL ABUTMENTS SUPPORTED BY STEEL H-PILES
Accession Number:
00984603
Abstract:
A summary of already-reported results of earlier tests on integral abutments supported by steel H-piles is provided, and a detailed description of further testing is given. The additional tests were performed on an abutment that was consistent with what was still in use by the Tennessee Department of Transportation (TDOT) and was 20% wider than the abutments in the earlier tests. The tests consisted of pulling horizontally a simulated abutment supported by a steel H-pile and restrained against free rotation at the top. Test results clearly showed that the wider abutment was capable of withstanding larger horizontal displacements than the abutments in the earlier tests, although the former performed adequately to satisfy TDOT criteria. In the tests reported here with the currently used abutment width, the abutment-pile was capable of withstanding horizontal displacements at the ground surface well beyond the 1-in. (25.4-mm) maximum displacement permitted by TDOT criteria.
Supplemental Notes:
This paper appears in Transportation Research Record No. 1892, Design of Structures 2004.
Monograph Accession #:
00984600
Corporate Authors:
Transportation Research Board
500 Fifth Street, NW
Washington, DC 20001 United States
Authors:
BURDETTE, E G
Ingram, E E
Tidwell, J B
Goodpasture, D W
Deatherage, J H
Howard, S C
Features:
Figures
(7)
; Photos
(3)
; References
(5)
; Tables
(1)
Subject Areas:
Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls
Created Date:
Jan 25 2005 12:00AM
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