A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section I (Volume 2) - Conclusions and Recommendations for Implementation - Reinforced Concrete Pipe
A brief summary of observations, conclusions and recommendations for implementation is presented for the study of an 84-in. (2.14 m), reinforced concrete pipe at Cross Canyon. Included is a project 'road-map,' providing a directory to areas of the final report where more detailed information may be found. The study reiterated the structural advantage of pipe entrenchment in preconstructed embankment pads.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section I (Volume 2) - Conclusions and Recommendations for Implementation - Reinforced Concrete Pipe
A brief summary of observations, conclusions and recommendations for implementation is presented for the study of an 84-in. (2.14 m), reinforced concrete pipe at Cross Canyon. Included is a project 'road-map,' providing a directory to areas of the final report where more detailed information may be found. The study reiterated the structural advantage of pipe entrenchment in preconstructed embankment pads.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section I (Volume 2) - Conclusions and Recommendations for Implementation - Reinforced Concrete Pipe
R. E. Davis (author) / F. M. Semans (author) / D. W. Spannagel (author)
1979
178 pages
Report
No indication
English