郭稳, 李鹏飞, 鲍艳, 张明聚, 高阳, 王国权, 李瑞, 段宪锋. 基于高精度GPS的盾构隧道下穿河道河床变形监测[J]. 北京工业大学学报, 2020, 46(5): 490-499. DOI: 10.11936/bjutxb2019030019
    引用本文: 郭稳, 李鹏飞, 鲍艳, 张明聚, 高阳, 王国权, 李瑞, 段宪锋. 基于高精度GPS的盾构隧道下穿河道河床变形监测[J]. 北京工业大学学报, 2020, 46(5): 490-499. DOI: 10.11936/bjutxb2019030019
    GUO Wen, LI Pengfei, BAO Yan, ZHANG Mingju, GAO Yang, WANG Guoquan, LI Rui, DUAN Xianfeng. High-accuracy GPS Monitoring of Riverbed Deformation Due to Shield Tunneling[J]. Journal of Beijing University of Technology, 2020, 46(5): 490-499. DOI: 10.11936/bjutxb2019030019
    Citation: GUO Wen, LI Pengfei, BAO Yan, ZHANG Mingju, GAO Yang, WANG Guoquan, LI Rui, DUAN Xianfeng. High-accuracy GPS Monitoring of Riverbed Deformation Due to Shield Tunneling[J]. Journal of Beijing University of Technology, 2020, 46(5): 490-499. DOI: 10.11936/bjutxb2019030019

    基于高精度GPS的盾构隧道下穿河道河床变形监测

    High-accuracy GPS Monitoring of Riverbed Deformation Due to Shield Tunneling

    • 摘要: 为了解决盾构隧道下穿河流施工过程中河床变形难以采用水准仪、全站仪等传统方法监测的问题,作者以石家庄地铁1号线双线盾构隧道下穿滹沱河工程为例,介绍了高精度全球定位系统(global positioning system,GPS)静态观测方法在河床变形长期监测中的应用.首先,布置目标区域监测网,包括1台参考站和6台监测站;然后,对基准站稳定性进行评估,并解算各监测站位移时间序列;最后,根据监测站位移时间序列分析盾构施工影响下河床的变形规律.观测结果表明,该监测方法精度可达到亚毫米级,河床沉降开始于掌子面到达前3~4D(隧道外径),盾尾脱出时沉降速率达到最大值,后行线对地表横向水平位移的影响比先行线的影响大.

       

      Abstract: In general, the deformation of riverbed is difficult to be measured by conventional deformation measuring techniques, such as level gauges and total stations. The application of high-accuracy global positioning system (GPS) in the long-term monitoring of riverbed deformation was introduced by taking the shield tunneling under the Hutuo River in Shijiazhuang as an example in this paper. The method has the flexibility of estimating the average deformation (relative displacements) during different time spans. The 24-hour deformation measurements can achieve sub-millimeter accuracy, and the 1-hour deformation measurements can achieve a few millimeter accuracy. According to the GPS observation, the 24-hour deformation measurements can achieve sub-millimeter accuracy. Settlement started at about 3 to 4D(outer diameter of tunnel) before the shield workface was reached. The settlement rate reached its maximum during the departure of shield tail. The influence of the later excavated tunnel on the lateral horizontal displacement of the riverbed was greater than that of the previous constructed tunnel. The GPS monitoring method described in this paper can be used for long-term monitoring of ground deformation caused by underground engineering construction and operation.

       

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