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Monitoring Analysis of Tunnel Construction in a New Subway Line Down-Through an Existed Line

机译:一条既有线下的新地铁线隧道施工监控分析

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For a practical engineering in which the tunnel of Subway Line No.7 between Guangqumen outside Station and Shuangjing station is down through Shuangjing Station of existed Subway Line No.10, numerical simulations of construction process of the tunnel have been investigated by FLAC 3D software and compared with site monitoring data. The sedimentation curves of the earth's surface along the cross-sectional and longitudinal direction are obtained, which show that all results including numerical simulation and site monitoring are accord with the data from the Peck formula. At the same time according to numerical computation, some relations between width and depth of excavating a tunnel are discussed. All these have important significant to theoretical research and engineer practice of subway construction.
机译:对于实际工程,其中地铁10号线双井站外的广渠门站与双井站之间的地铁7号线隧道通过现有的地铁10号线的双井站下入,利用FLAC 3D软件对隧道的施工过程进行了数值模拟研究,并进行了数值模拟。与现场监控数据进行比较。获得了沿横截面和纵向方向的地表沉降曲线,表明包括数值模拟和现场监测在内的所有结果均与Peck公式的数据相符。同时,通过数值计算,探讨了隧道开挖宽度与深度之间的一些关系。这些对于地铁建设的理论研究和工程实践具有重要意义。

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