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The dynamic interaction effects of railway tunnels: Crossrail and the Grand Central Recording Studios

机译:铁路隧道的动态相互作用效应:Crossrail和大中央录音棚

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摘要

In cities around the world, underground railways offer an environmentally friendly solution to society’s increasing demand for mass transport. However, they are often constructed close to sensitive buildings, where the resulting ground-borne noise and vibration can cause disturbance to both the occupants and the equipment. Such a scenario occurred in central London, where the new twin tunnels of Crossrail were bored beneath the Grand Central Recording Studios, causing an immediate concern. As a result, vibration in the studios’ building was monitored throughout the Crossrail construction period. Since Crossrail is yet to operate, the resulting data provide a unique opportunity to investigate the effect of new tunnels, acting as passive buried structures, on the existing vibration environment. This paper presents the results of such an investigation, together with complementary results from a theoretical four-tunnel boundary-element model. The data analysis, presented in the first half of the paper, indicates that the construction of the second Crossrail tunnel has led to an overall reduction in the noise and vibration levels beneath the studios, due to the operation of the nearby Central line trains of London Underground. This is predominantly due to a reduction of approximately 6 dB in the 63 Hz band-limited levels but accompanied by a slight increase, of approximately 2 dB, in the 125 Hz band. Further analysis indicates that any seasonal variations in vibration levels over the measurement period are negligible, adding weight to the conclusion that the observed changes are a causal effect of the tunnel. The second half of the paper presents results from the model, which aims to simulate the dynamic interaction between the Central line tunnels and those of Crossrail. With nominal parameter values, the results demonstrate qualitative similarities with the measurement findings, thereby adding to the growing body of evidence that dynamic interaction between neighbouring tunnels can be significant.
机译:在世界各地的城市中,地下铁路为社会日益增长的大众运输需求提供了一种环保解决方案。但是,它们通常是在敏感建筑物附近建造的,在这些建筑物中产生的地面传播的噪声和振动会给乘员和设备造成干扰。这种情况发生在伦敦市中心,Crossrail的新双隧道在Grand Central Recording Studios下钻探,引起了直接关注。结果,在整个Crossrail施工期间,一直在监视工作室建筑中的振动。由于Crossrail尚未投入使用,因此所得数据提供了一个独特的机会来研究作为被动埋入式结构的新隧道对现有振动环境的影响。本文介绍了这种调查的结果,以及来自理论上的四隧道边界元模型的补充结果。本文上半部分提供的数据分析表明,由于附近伦敦中央线列车的运营,第二条Crossrail隧道的建设已导致工作室下方的噪音和振动水平整体降低。地下。这主要是由于在63 Hz频带限制电平中降低了约6 dB,但同时又在125 Hz频带中略微增加了约2 dB。进一步的分析表明,在整个测量期间内,振动水平的任何季节性变化都可以忽略不计,从而增加了结论,即观察到的变化是隧道的因果关系。本文的后半部分介绍了该模型的结果,该模型旨在模拟中心线隧道和Crossrail隧道之间的动力相互作用。使用名义参数值,结果证明与测量结果在质量上相似,从而增加了越来越多的证据表明相邻隧道之间的动态相互作用可能很重要。

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