The 20 papers in the report deal with the following areas: Some observations on flexible pipe response to load; Load test report and evaluation of a precast concrete arch culvert; Failure of flexible long-span culverts under exceptional live loads; Allowable fill heights for corrugated polyethylene pipe; Field performance of corrugated metal box culverts; An analysis of visual field inspection data of 900 pipe-arch structures; Elastic buckling strength of buried flexible culverts; Current practice of reinforced concrete box culvert design; Investigation of the structural adequacy of C 850 box culverts; Optimum geometric shapes of precast concrete arch structures of 24-, 30-, and 40-ft spans; Design of thin wall reinforced concrete semicircular arch using dimension ratio; PIPECAR and BOXCAR microcomputer programs for the design of reinforced concrete pipe and box sections; Life-cycle cost for design of army drainage structures; Life cycle cost analysis: key assumptions and sensitivity of results; Service life model verification for concrete pipe culverts in Ohio; Culvert durability rating systems; Least cost (life cycle) analysis microcomputer program; Laterally loaded cast-in-drilled-hold piles; Seismic response of tieback walls: a pilot study; Analysis of tieback slopes and walls using STABL5 and PCSTABL5.
Culverts and Tiebacks
1988
200 pages
Report
Keine Angabe
Englisch
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