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首页> 外文期刊>日本機械学会論文集. B編 >Investigation of Compression Wave Propagating in Slab Track Tunnel of High-Speed Railway (2nd Report, Effects of Short Side Branches Arranged in Tunnel)
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Investigation of Compression Wave Propagating in Slab Track Tunnel of High-Speed Railway (2nd Report, Effects of Short Side Branches Arranged in Tunnel)

机译:高速铁路平板轨道隧道中压缩波传播的研究(第二次报告,隧道中短边分支的影响)

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摘要

An impulsive pressure wave which is called a “micro-pressure wave ” radiating from a tunnel exit is one of the important environmental problems in high-speed railways. The magnitude of the impulsive wave depends on the waveform of compression wave at the tunnel exit, the steeper the wavefront of the compression wave, the larger the impulsive wave. In our previous study, the distortion of compression wave during its propagation through a slab track tunnel was investigated by one-dimensional numerical analysis which took account of steady and unsteady wall friction and of heat transfer to the tunnel wall. As a result, it is shown that verification of effects of short side branches arranged at side walls of tunnel is needed to predict the distorsion of Waveform. In this study, the effects of short side branches are analyzed by acoustic analysis and included in numerical analysis. The results show that the numerically obtained waveforms agree well with field measure- ments which are obtained from a slab track tunnel of Shinkansen.
机译:从隧道出口发出的脉冲压力波(称为“微压力波”)是高速铁路中的重要环境问题之一。脉冲波的大小取决于隧道出口处的压缩波的波形,压缩波的波前越陡,脉冲波就越大。在我们先前的研究中,通过一维数值分析研究了压缩波在板式轨道隧道中传播过程中的变形,该数值分析考虑了稳定壁和非稳定壁的摩擦以及向隧道壁的热传递。结果表明,需要验证布置在隧道侧壁上的短边支路的影响,以预测波形的失真。在这项研究中,通过声学分析来分析短边分支的影响,并将其包括在数值分析中。结果表明,数值获得的波形与从新干线的平板轨道隧道获得的现场测量结果非常吻合。

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