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Soil stabilisation by lime-cement columns as a countermeasure against train-induced ground vibrations

机译:石灰水泥柱的土壤稳定作为针对火车诱导的地面振动的对策

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Vibrations from trains can cause annoyance to people as well as damage to nearby buildings. Trains running on surface railways can cause vibrations at frequencies mostly below 20Hz. At low frequencies the maximum level of vibration is highly dependent on train weight as well as train speed. This limits the allowable axle loads and speed for this kind of traffic. To permit higher axle loads or higher train speeds, sometimes it is necessary to reduce the level of vibrations induced in the soil. Stabilization of underlying soil by for example lime-cement column is one of the methods that can be used for this purpose. This method is adopted at Ledsgard in southern Sweden in order to solve the problem of extensive ground vibrations due to the passage of X2000 high-speed trains. This unique opportunity has been used to study the ground vibrations both before and after the stabilisation. Furthermore ground vibrations measured in this way are compared with the results from numerical models of the problemin order to develop effective tools for designing countermeasures in other areas with ground vibration problems.
机译:火车的振动可能对人们造成烦恼以及附近建筑物的损坏。在表面铁路上运行的火车可能导致频率造成振动,大部分低于20Hz。在低频下,最大振动水平高度依赖于火车重量以及火车速度。这限制了这种交通的允许轴载荷和速度。为了允许更高的轴载或更高的列车速度,有时需要降低土壤中诱导的振动水平。通过例如石浆水泥柱的底层土壤稳定是可用于此目的的方法之一。在瑞典南部的LEDSGARD采用这种方法,以解决由于X2000高速列车的通过而采用了广泛的地面振动问题。这种独特的机会已被用来研究稳定前后的地面振动。此外,以这种方式测量的地面振动与问题的数值模型的结果进行了比较,以便开发有效的工具,用于在具有地面振动问题的其他区域中设计对策。

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