Laboratory Study on the Behavior of a Horizontal-Ellipse Culvert during Service and Ultimate Load Testing
Publication: Journal of Bridge Engineering
Volume 22, Issue 3
Abstract
Horizontal-ellipse culverts have been used for many years as a substitute for more conventional short-span bridges; however, their performance has never been evaluated experimentally. This paper describes an experimental program to understand the behavior of a horizontal-ellipse culvert during backfilling, when subjected to simulated service loading at the ground surface, and during an ultimate limit states test. The backfill response of the specimen was similar to circular culverts except that, as expected, the specimen exhibited lower vertical stiffness than horizontal stiffness due to its shape. Contrary to current design conventions, the response of the culvert to surface loading was influenced by the cover depth. At 0.9 m of cover, the load-carrying mechanism was ring compression, whereas at 0.45 m, significant bending stresses developed in the top of the pipe. At 0.45 m of cover, the ultimate capacity of the culvert was measured as a tandem axle load of 1,324 kN. Although this is approximately twice the fully factored design load, the culvert failed after the development of a plastic hinge mechanism instead of the wall compression considered in American and Canadian design codes, although the structure still had reserve capacity.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors thank the Natural Sciences and Engineering Research Council of Canada, the Canada Foundation for Innovation, and the Ministry of Research and Innovation Ontario for their generous financial support of this research. The authors also thank Graeme Boyd, Jacob Tetreault, and Brian Westervelt for their excellent assistance.
References
AASHTO. (2007). AASHTO LRFD bridge design specifications, SI units.” 4th Ed., Washington, DC.
ASTM. (2015). “Structural design of corrugated steel pipe, pipe-arches, and arches for storm and sanitary sewers and other buried applications.” ASTM A796/A796M, West Conshohocken, PA.
CSA (Canadian Standards Association). (2014). “Canadian highway bridge design code.” CAN/CSA-S6-14, Mississauga, ON, Canada.
CSPI (Corrugated Steel Pipe Institute). (2009). Handbook of steel drainage and highway construction products, 2nd Ed., Cambridge, ON, Canada.
Duncan, J. M. (1978). “Soil-culvert interaction method for design of metal culverts.” Transportation Research Record, 678, 53–58.
Duncan, J. M., Seed, R. B., and Drawsky, R. H. (1985). “Design of corrugated metal box culvert.” Transportation Research Record, 1008, 33–41.
El-Sawy, K. M. (2003). “Three-dimensional modeling of soil-steel culverts under the effect of truckloads.” Thin Walled Struct., 41(8), 747–768.
Elshimi, T., Brachman, R. W. I., and Moore, I. D. (2014). “Effect of truck position and multiple truck loading on response of long-span metal culverts.” Can. Geotech. J., 51(2), 196–207.
GeoPIV [Computer software]. Univ. of Western Australia, Crawley, WA, Australia.
Lougheed, A. C. (2008). “Limit states testing of a buried deep-corrugated large-span box culvert.” M.Sc. thesis, Dept. of Civil Engineering, Queen’s Univ., Kingston, Canada.
Mai, V. T., Hoult, N. A., and Moore, I. D. (2013). “Effect of deterioration on the performance of corrugated steel culverts.” J. Geotech. Geoenviron. Eng., 04013007.
MATLAB [Computer software]. MathWorks, Natick, MA.
Mirza, C., and Porter, W. A. (1981). “Construction considerations and controls for soil-steel bridge structures.” Can. J. Civ. Eng., 8(4), 519–534.
Moore, I. D. (1988a). “Elastic stability of buried elliptical tubes.” Géotechnique, 38(4), 613–618.
Moore, I. D. (1988b). “Static response of deeply buried elliptical tubes.” J. Geotech. Eng., 672–687.
Moore, I. D. (2012). “Large-scale laboratory experiments to advance the design and performance of buried pipe infrastructure.” Proc., 3rd Int. Conf. on Pipelines and Trenchless Technology, ASCE, Reston, VA, 805–815.
Moore, R. G., Bedell, P. R., and Moore, I. D. (1995). “Investigation and assessment of long-span corrugated steel plate culverts.” J. Perform. Constr. Facil., 85–102.
Seed, R. B., and Raines, J. R. (1988). “Failure of flexible long-span culverts under exceptional live loads.” Transportation Research Record, 1191, 22–29.
Simpson, B., Hoult, N., and Moore, I. (2015). “Distributed sensing of circumferential strain using fiber optics during full-scale buried pipe experiments.” J. Pipeline Syst. Eng. Pract., 04015002.
Take, W. A. (2015). “Thirty-sixth Canadian geotechnical colloquium: Advances in visualization of geotechnical processes through digital image correlation.” Can. Geotech. J., 52(9), 1199–1220.
Taleb, B., and Moore, I. (1999). “Metal culvert response to earth loading: Performance of two-dimensional analysis.” Transportation Research Record, 1656, 25–36.
White, H. L., and Layer, J. P. (1960). “The corrugated metal conduit as a compression ring.” Highway Res. Board Proc., 39, 389–397.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Nov 23, 2015
Accepted: Oct 13, 2016
Published online: Nov 11, 2016
Published in print: Mar 1, 2017
Discussion open until: Apr 11, 2017
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.