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Title: REINFORCED-CONCRETE ARCH CULVERT RESEARCH BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION
Accession Number: 00335203
Record Type: Component
Availability: Find a library where document is available Abstract: Three reinforced concrete (RC) arch culverts were field tested. These three culverts were heavily instrumented with Carlson soil stressmeters at the extrados and with internal SR-4 strain gauges. An evaluation was made of the relative behavior of structural sections subjected to two types of structure backfill: (a) method A, which employs compacted structure backfill in contact with the extrados, and (b) method B backfill, which has either a low-modulus inclusion that surmounts the culvert or baled straw that surrounds the arch barrel at the extrados. Among the observations were that effective-density profiles at the extrados differed greatly and unconservatively from assumed design conditions, method A range of loadings were confirmed at 140V:140H and 140V:42H, soil-pressure-overfill functions were essentially linear for method A and nonlinear for method B, correlation was established between the theoretical moment (soil pressures) and experimental moments (strains), effective densities did not increase after fill completion, and excellent foundation conditions are a prerequisite for RC arch design. (Authors)
Supplemental Notes: Publication of this paper sponsored by Committee on Subsurface Structure Design. 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.
Monograph Title: Monograph Accession #: 01411603
Authors: Bacher, Alfred EKlein Jr, Eugene GPagination: pp 33-36
Publication Date: 1980
Serial: Conference:
59th Annual Meeting of the Transportation Research Board
Location:
Washington District of Columbia, United States ISBN: 0309031745
Media Type: Print
Features: Figures
(9)
; References
(13)
TRT Terms: Identifier Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Highways; Materials; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB
Created Date: Oct 28 1981 12:00AM
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