Laboratory Investigation of the Structural Performance of a Corrugated Steel Culvert under Increasing Cover Depth
Publication: Journal of Bridge Engineering
Volume 26, Issue 6
Abstract
The performance of large diameter corrugated steel culverts/pipes under varying cover depth up to deep burial has previously not been investigated in a laboratory setting due to limitations associated with the application of overburden pressures. Using the new deep burial simulator at Queen’s University, it is now possible to test flexible pipes up to 3 m in diameter up to a simulated burial depth of approximately 17 m. In this study, a 2-m diameter corrugated steel pipe (CSP) culvert was instrumented with displacement transducers, strain gauges, and distributed fiber optic strain sensors and was tested under increasing overburden pressure up to a total of 358 kPa (equivalent to a depth of 17.9 m of soil with a unit weight of 20 kN/m3). The diameter change values along the length of the culvert were within 10% of each other, suggesting that the simulator produces approximately uniform loading. The Canadian bridge design code produced thrust estimates within 10% of the measured response but did not predict the development of localized plastic hinges seen in the experiment.
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Acknowledgments
The authors would like to acknowledge the Natural Sciences and Engineering Research Council (NSERC) of Canada, the Canada Foundation for Innovation, and the Government of Ontario for their financial support of this research. The authors thank Mr. Darrell Sanders of Contech for providing the test specimen used in this research and Graeme Boyd, Joshua Coghlan, Brian Westervelt deserve recognition for helping with instrumentation and data acquisition, and the burial and subsequent loading of the test culvert.
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Information & Authors
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Published In
Journal of Bridge Engineering
Volume 26 • Issue 6 • June 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Sep 21, 2020
Accepted: Jan 18, 2021
Published online: Apr 7, 2021
Published in print: Jun 1, 2021
Discussion open until: Sep 7, 2021
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