A Comparison of Predicted Brace Loads in Temporary Retaining Structures and Observed Brace Loads in Two Full Scale Test Sections
This thesis presents analyses of the results of a geotechnical instrumentation program performed by Eustis Engineering Company for the U.S. Army Corps of Engineers (USACE) during the construction of two covered canals in New Orleans, Louisiana. At each site, a cast-in-place concrete culvert was c...
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| Format: | Others |
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ScholarWorks@UNO
2003
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| Online Access: | http://scholarworks.uno.edu/td/51 http://scholarworks.uno.edu/cgi/viewcontent.cgi?article=1050&context=td |