SUGGESTED IMPROVEMENTS IN DESIGNING SOIL-STEEL STRUCTURES
Soil-steel structures have been used widely as short-span bridges and as substitutes for concrete culverts. However, many of these structures have now shown signs of distress, with some suffering catastrophic collapse. Generally, such failures are related to the failure of the surrounding soil to provide the necessary support to the steel structure. In this paper, the concept of reinforcing the surrounding granular soil, as well as tying the flexible steel structure into the stable part of the surrounding soil by horizontally placed galvanized ties, is introduced. It is shown that this novel design concept would lead to improvements in the structural response during construction and at the service load stage. Such construction will (a) add considerable stiffness to the soil and decrease the movement of the backfill in service, such as during freeze-thaw cycles; (b) restrain the movement of the steel structure; and (c) induce large deformations, in case of overload, and therefore give ample warning before failure. Results from tests on soil-steel structural models are reported.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309048249
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1231, Analysis, Design, and Behavior of Underground Culverts. 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:
- Kennedy, John B
- Laba, Jan T
- Publication Date: 1989
Media Info
- Features: Figures; Photos; References; Tables;
- Pagination: p. 96-104
- Monograph Title: Analysis, design, and behaviour of underground culverts
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Serial:
- Transportation Research Record
- Issue Number: 1231
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Bearing capacity; Collapse; Deformation; Design; Distress; Failure; Innovation; Material reinforcement; Motion; Railroad ties; Soil structure interaction; Steel structures; Stiffness
- Uncontrolled Terms: Model tests
- Old TRIS Terms: Soil support value; Soil-steel structures; Test results
- Subject Areas: Bridges and other structures; Design; Highways; I20: Design and Planning of Transport Infrastructure;
Filing Info
- Accession Number: 00495130
- Record Type: Publication
- ISBN: 0309048249
- Files: TRIS, TRB
- Created Date: Jun 30 1990 12:00AM