A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
In a previous full-scale live load test, partially sponsored by the Ohio Department of Transportation, conducted on a 36-ft precast reinforced concrete culvert the ultimate load carrying capacity could not be established due to the limited hydraulic jack's capacity. Furthermore, the earlier analysis was tailored to site-specific conditions. The objectives of this second phase of the research project were two fold. First, the failure made of the test culvert was investigated utilizing a more rigorous analysis based on the modified CANDE finite-element computer program. Second, the soil-structure interaction characteristics of long-span precast concrete arch culverts were analyzed under a wide variety of site conditions using the previous full-scale load test results as a benchmark.
In a previous full-scale live load test, partially sponsored by the Ohio Department of Transportation, conducted on a 36-ft precast reinforced concrete culvert the ultimate load carrying capacity could not be established due to the limited hydraulic jack's capacity. Furthermore, the earlier analysis was tailored to site-specific conditions. The objectives of this second phase of the research project were two fold. First, the failure made of the test culvert was investigated utilizing a more rigorous analysis based on the modified CANDE finite-element computer program. Second, the soil-structure interaction characteristics of long-span precast concrete arch culverts were analyzed under a wide variety of site conditions using the previous full-scale load test results as a benchmark.
Predicting the Ultimate Load Carrying Capacity of Long-Span Precast Concrete Arch Culverts
M. Zoghi (author)
2000
100 pages
Report
No indication
English
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