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Field Monitoring and Analysis of Envelope Pile in Shijiazhuang Six-Line Tunnel

机译:石家庄六线隧道包络桩的现场监测与分析

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The length of Shijiazhuang Railway six-line tunnel (Beijing-Shijiazhuang Passenger line) is 4980m, cut and cover excavation method is used widely. The width of pit is 30~52m and the depth is 8.5~22m. In order to use large machine, cable support structure is used. The west side of pit is Beijing-Guangzhou Railway. The nearest distance from pit is only 10.2m. The cable properties will change because of the train vibration. Therefore, the scope of the train vibration, vibration velocity, anchor axial force and horizontal displacement of pile are measured to get the influence of the train vibration, which can provide basic data for design and construction.
机译:石家庄铁路的长度六线隧道(北京 - 石家庄客运线)是4980米,剪切和盖挖掘方法广泛使用。坑的宽度为30〜52米,深度为8.5〜22米。为了使用大机器,使用电缆支撑结构。坑的西侧是京广铁路。距离坑最近的距离仅为10.2米。由于列车振动,电缆属性将改变。因此,测量火车振动,振动速度,锚固轴力和水平位移的范围以获得列车振动的影响,这可以为设计和施工提供基本数据。

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