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Structural Behavior of a Reinforced Concrete Arch Culvert. Phase II. Posey Canyon
The report presents the results of an investigation of the behavior of an 8' reinforced concrete arch culvert buried under a 240' high fill. Variables studied were: method of backfill, differing culvert stiffnesses, several variations of using straw bales above the culvert, soil pressure and height of fill relationships, and effects of footing settlement and rotations. Test sections were instrumented with pressure gages attached to the outside culvert wall and with some that were placed at varying heights and distances away from the culvert. (BPR Abstract)
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase II. Posey Canyon
The report presents the results of an investigation of the behavior of an 8' reinforced concrete arch culvert buried under a 240' high fill. Variables studied were: method of backfill, differing culvert stiffnesses, several variations of using straw bales above the culvert, soil pressure and height of fill relationships, and effects of footing settlement and rotations. Test sections were instrumented with pressure gages attached to the outside culvert wall and with some that were placed at varying heights and distances away from the culvert. (BPR Abstract)
Structural Behavior of a Reinforced Concrete Arch Culvert. Phase II. Posey Canyon
R. E. Davis (author) / L. R. Patterson (author)
1968
289 pages
Report
No indication
English