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- W2105674009 abstract "This work presents a parametric analysis of a composite system made of five long span flexible buried culverts. The effect of the backfill cover, the position of external loads, the horizontal space between the pipes and the geotechnical parameters, like the elasticity modulus, friction angle and cohesion, had been studied. The software SSCOMPPC (BOULANGER et al, 1991) had been used to solve the numerical models. A simple pre/post processor was implemented to help the input data, the mesh generation and the analysis of displacements and bending moment of the culverts. The results show that the moments are more critical at the crown when live-loads are acting. The vertical stress was totally dissipated when backfill cover is higher than 3,0m. The behaviour of the cultverts is better when surrounded by well compacted soils. The cohesion is a important factor in behaviour these structures." @default.
- W2105674009 created "2016-06-24" @default.
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- W2105674009 date "2015-10-15" @default.
- W2105674009 modified "2023-10-17" @default.
- W2105674009 title "Análise paramétrica do comportamento de condutos enterrados flexíveis e de grande diâmetro" @default.
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- W2105674009 doi "https://doi.org/10.11606/d.18.2001.tde-08062006-092232" @default.
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