Abstract:Research purposes:As the subway tunnel is an important infrastructure in the city, safety monitoring during construction will become necessary. In view of the shortcomings of the current segment monitoring, such as security flaws, inefficient judgment lag in data analysis and visualization to synchronization, in this paper we have adopted a set of visual monitoring device, which takes advantage of the vibrating wire sensor technology, to monitor the safety of the lining process during the construction of Wuhan Metro Line Four phase two project of the tunnel, and monitoring includes the steel bar stress of the segment and the strain of concrete in the segment. Using ARIMA modeling to analyze the monitoring results, we have verified the reliability of the visual monitoring device to obtain data. Research conclusions:The visual monitoring device we adopted in the project, which is combined with the vibrating wire sensor technology, has so many advantages, such as high frequency data acquisition, real-time visual surveillance, stable data acquisition and so on. Through ARIMA model analysis of the monitoring data in August, 2013, we have obtained the following conclusions:(1)The time sequence of strain of concrete and the steel bar stress showed a tendency generally, meanwhile there exists fluctuation partially, it is a non-stationary time sequence. (2)The time sequence changes slowly, the monthly change of concrete strain is in the range of 16~20 με, reinforcement stress amplitude is at about 1 kN. (3)After the first order difference, the nonstationary time sequence turns to be stable. (4) The concrete strain time sequence shows the partial correlation significantly, and the reinforcement stress time sequence presents self-correlation as well as partial correlation. (5) The visual monitoring technology mentioned in this paper can monitor structure stress of metro shield tunnel in the complicated environment.
[1] 唐孟雄,陈如桂,陈伟. 广州地铁盾构隧道施工中管片受力监测与分析[J]. 土木工程学报,2009(3):118-124. Tang Mengxiong, Chen Rugui, Chen Wei. Stress Monitoring and Internal Force Analysis of Guangzhou Metro Shield Tunnel Segment during Construction[J]. China Civil Engineering Journal, 2009(3):118-124. [2] 何涛,赵鸣,谢强,等. 光纤光栅传感器用于盾构隧道施工的监测[J]. 地下空间与工程学报,2008(1):157-161. He Tao, Zhao Ming, Xie Qiang, etc. Application of the Fiber Bragg Grating Sensors in the Montioring of the Shield Tunnel Construction[J]. Chinese Journal of Underground Space and Engineering, 2008(1):157-161. [3] 叶肖伟,丁朋,周诚,等. 基于光纤传感技术的地铁隧道冻结法施工监测[J]. 浙江大学学报(工学版),2013(6):1072-1080. Ye Xiaowei, Ding Peng,Zhou Cheng, etc. Monitoring of Metro-tunnel Freezing Construction Using Fiber Sensing Technology[J]. Journal of Zhejiang University,2013(6):1072-1080. [4] 张勇.振弦式传感器的原理及校准方法[J].计量技术,2008(6):54-56. Zhang Yong. Principle and Calibration Method of Vibrating Wire Sensor[J]. Measurement Technique, 2008(6):54-56. [5] 高友. 振弦式传感器测量过程中干扰问题的解决[J]. 仪表技术与传感器,2007(2):54-55 Gao You. Disturbing Problems Solving of Course of Steel Vibrating Wire Sensors Measuring[J]. Instrument Technique and Sensor, 2007(2):54-55. [6] 周诚. 地铁盾构施工地表变形时空演化规律与预警研究[D]. 武汉:华中科技大学,2011. Zhou Cheng. Research on Time-Space Evolution Law and Early-Warning of the Ground Surface Settlement in Metro Shield Tunneling[D]. Wuhan:Huazhong University of Science and Technology, 2011. [7] 董承全,胡在良,张佰战,等. 时间序列分析法在混凝土板变形试验中的应用[J]. 铁道工程学报,2012(11):104-108. Dong Chengquan, Hu Zailiang, Zhang Baizhan,etc. Application of Time Series Analysis Method in Testing Deformation of Concrete Slab[J]. Journal of Railway Engineering Society, 2012(11):104-108. [8] 赵肖肖,朱宁,黄黎平. 基于ARIMA模型的时间序列建模算法和实证分析[J]. 桂林电子科技大学学报,2012(5):410-415. Zhao Xiaoxiao, Zhu Ning, Huang Liping. Modeling Algorithm and Empirical Analysis Based on the Time Series of ARIMA Model[J]. Journal of Guilin University of Electronic Technology, 2012(5):410-415.