Research Article
Jun 1981
Soil-Steel Structure Response to Live Loads
Author: Baidar BakhtAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 6
Abstract
Various existing methods are described for predicting live load effects in conduit walls of soil-steel structures (also referred to as long-span metal culverts). Also described are three live load tests on in-service soil-steel structures. In light of the test results, the current methods are overly conservative. The test results confirm that the metallic shell undergoes little bending, especially if the conduit is circular. The impact factor is not negligible even if the depth of cover is larger than 3 ft. An improved simplified method is presented to calculate the conduit wall thrust due to live loads.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 6 • June 1981
Pages: 779 - 798
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jun 1981
Published online: Feb 11, 2021
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Authors
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Baidar Bakht
Sr. Research Officer, Research and Development Branch, Ontario Ministry of Transportation and Communications, Downsview, Ontario, Canada
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