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Title: RIGID PIPE PROOFTESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS
Accession Number: 00372245
Record Type: Component
Availability: Find a library where document is available Abstract: Field testing and analyses of two culverts at Cross Canyon are described: a 96-in. prestressed-concrete functioning culvert under 200 ft of overfill and an 84-in. reinforced-concrete dummy culvert under a maximum 183-ft overfill in the same embankment. Eight instrumented and two noninstrumented zones in the dummy pipe and functional and unstressed control instrumented zones of the prestressed pipe were monitored during and after embankment construction to determine peripheral soil stresses, internal forces, and displacements. Correlations were established between quasi-theoretical and measured parameters (moments, thrusts, displacements, distress, etc.) with a programmed analysis. Some standard analytical tools (settlement ratio, finite element) were checked against observations, and relative costs of different construction modes were considered. Heger's recently developed criteria were checked against actual appearances of two of four distress modes. The programmed analysis was modified to predict these distress modes. Profiles of effective-density coefficients were established for various construction modes. The importance of designing for density distributions representative of contemplated construction models is emphasized. (Author)
Supplemental Notes: Publication of this paper sponsored by Committee on Culverts and Hydraulic 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
Monograph Title: Monograph Accession #: 01411675
Authors: Davis, Raymond ESemans, Frank MPagination: pp 60-82
Publication Date: 1982
Serial: Conference:
61st Annual Meeting of the Transportation Research Board
Location:
Washington District of Columbia, United States ISBN: 0309034663
Media Type: Print
Features: Figures
(44)
; References
(28)
; Tables
(2)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB
Created Date: May 31 1983 12:00AM
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