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

机译:现有线路新地铁线路隧道施工监测分析

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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:对于一个实际工程,其中广地省外站和双静站地铁站7号线的隧道下来,通过散水站的出现地铁线10号,隧道施工过程的数值模拟已经研究了FLAC 3D软件和与站点监测数据相比。获得了沿着横截面和纵向方向的地球表面的沉降曲线,表明包括数值模拟和现场监测的所有结果都符合来自Peck公式的数据。同时根据数值计算,讨论了挖掘隧道宽度和深度之间的一些关系。所有这些都对地铁建设的理论研究和工程师实践具有重要意义。

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