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Influence of tunnel cross-sectional shape on surface pressure change induced by passing metro trains

机译:隧道横截面形状对传球火车诱导表面压力变化的影响

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摘要

Transient pressure changes induced by trains passing through tunnels have a significant influence on the structural safety of tunnels. A verified numerical method was employed in this study to explore the influence of the tunnel cross-sectional shapes with the same blockage ratio on the change in surface pressure of the tunnel. The results show that the difference mainly appears in the region affected by friction as the train enters the tunnel. The longer the cross-sectional perimeter, the larger is the positive pressure peak value. The tunnel shape has a greater influence on the negative pressure peak value, which is directly related to the distance between the train surface and the tunnel inner face. Considering the magnitude of the pressure change on the tunnel surface, a circular (C-type) tunnel with a smaller cross-sectional perimeter and aspect ratio close to 1 is better than the rectangular (R-type) and horseshoe (H-type) tunnels, which is recommended for engineering applications.
机译:通过隧道的列车引起的瞬态压力变化对隧道的结构安全有显着影响。本研究采用了一种经过验证的数值方法,以探讨隧道横截面形状的影响与隧道的表面压力变化相同的封闭率。结果表明,由于火车进入隧道,差异主要出现在受摩擦影响的地区。横截面周长越长,正压峰值越大。隧道形状对负压峰值具有更大的影响,该负压峰值与火车表面和隧道内面之间的距离直接相关。考虑到隧道表面上的压力变化的大小,圆形(C型)隧道具有较小的横截面周边和纵横比,靠近1的纵横比优于矩形(R型)和马蹄(H型)更好隧道建议用于工程应用。

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