AN EVALUATION OF THE EFFECT OF GEOFABRICS ON STRESSES AND DISPLACEMENTS IN BURIED CULVERTS
The results of a study to evaluate the behavior of a flexible culvert with the inclusion of a goefabric above the culvert are presented. In the soil-fabric-culvert system the geofabric becomes an interactive stress-carrying component of the system. Insight into the phenomenon of the stress-attenuati...
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| Language: | en_US |
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The University of Arizona.
1980
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| Online Access: | http://hdl.handle.net/10150/282182 |