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Behavior of Rigid and Flexible Culvert Pipes Under Deep Fill
The primary objective of the research reported here was to determine the response and behavior of both a flexible, corrugated steel culvert and a rigid, reinforced concrete culvert subjected to loads imposed by unusually deep fill. Since current design practices of such culverts are, to a large extent, empirical and based on previous field experience, a better understanding of the behavior of such culverts and their corresponding stresses and deformations under load will significantly aid in improving design procedures and, correspondingly, result in reduced construction costs.
Behavior of Rigid and Flexible Culvert Pipes Under Deep Fill
The primary objective of the research reported here was to determine the response and behavior of both a flexible, corrugated steel culvert and a rigid, reinforced concrete culvert subjected to loads imposed by unusually deep fill. Since current design practices of such culverts are, to a large extent, empirical and based on previous field experience, a better understanding of the behavior of such culverts and their corresponding stresses and deformations under load will significantly aid in improving design procedures and, correspondingly, result in reduced construction costs.
Behavior of Rigid and Flexible Culvert Pipes Under Deep Fill
F. W. Barton (Autor:in) / H. G. Larew (Autor:in) / D. C. Wyant (Autor:in)
1977
99 pages
Report
Keine Angabe
Englisch
Field Performance of Flexible Culvert Pipes
NTIS | 1977
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