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- W2291857796 abstract "This paper describes the determination of the lengths of rail beams in terms of geotechnical engineering. Originally rail beams referred to those permanent structures that had been designed to be made by assembling rails on culverts to play the role of cross beams using a sleeper as support points in the past. But because culverts have not been newly constructed due to the modernization of railroad facilities, the meaning of rail beams has been turned to the reinforcing rails for preventing differential settlements used during the period of temporary construction during railroad traversing work. Although the lengths of these rail beams are calculated based on the structural stability of rails, the angle of fracture of the roadbed should be also considered when calculating the lengths of rail beams because the angle of fracture of the roadbed may vary with the depths of structures that traverse the railroad in terms of geotechnical engineering. Therefore, this paper proposes that each rail beam length should be divided into the length of active zone and the length of resistance zone that vary with the depths of structures and these lengths should be reflected when calculating rail beam lengths based on depths of structures." @default.
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- W2291857796 date "2014-01-01" @default.
- W2291857796 modified "2023-09-26" @default.
- W2291857796 title "A Study on the Determination of the Lengths of Rail Beams" @default.
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