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Micro-disturbance construction in closely overlapped shield tunneling based on automatic monitoring

机译:基于自动监测的紧密叠合盾构隧道微扰动施工

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This paper presents the tunneling construction of the second-stage of Metro line 13 project.rnAccording to the construction of overlapping shield tunnel in soft soil area, in this paper the displacements andrninternal forces and longitudinal crack of the existing tunnel are monitored. Through real-time monitoring andrndata feedback, the power tunnel construction control is realized. In the process, some key technologies are putrnforward, such as the setting of earth pressure value and excavation speed, synchronous grouting control andrntransformation of the shield machine. Finally undercrossing construction attains the expected results and meetsrnprotection requirements of the existing tunnel structure.
机译:本文介绍了地铁13号线二期工程的隧洞施工。根据软土地基上重叠式盾构隧道的施工情况,对既有隧道的位移,内力和纵向裂缝进行了监测。通过实时监控和数据反馈,实现了电力隧道施工控制。在此过程中,提出了土压力值和开挖速度的设定,同步注浆控制和盾构机改造等关键技术。最终,地下穿越工程达到了预期的效果,并满足了现有隧道结构的防护要求。

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    X.Y. Xie; C. Liu;

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    Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai, P.R. ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai, P.R. China;

    Key Laboratory of Geotechnical and Underground of Ministry of Education, Tongji University, Shanghai, P.R. ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai, P.R. China;

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