Laser & Optoelectronics Progress, Volume. 57, Issue 21, 210603(2020)

Structural Health Monitoring of Large-Section Tunnel of Jingxiong High-Speed Railway Based on Fiber Bragg Grating Monitoring Technology

Wu Jinghong1,2、*, Ye Shaomin3, Zhang Jiqing3, Zhao Qing3, and Zhang Wenxuan2
Author Affiliations
  • 1苏州科技大学土木工程学院, 江苏 苏州, 215011
  • 2苏州南智传感科技有限公司, 江苏 苏州 215123
  • 3中国铁路设计集团有限公司, 天津 300000
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    Figures & Tables(9)
    Sectional circumferential strain monitoring. (a) FBG strain gauge; (b) layout of strain gauges in tunnel section; (c) installation of strain gauge
    Structural diagram of FBG displacement meter
    Monitoring of bidirectional displacement of deformation joints. (a) layout of displacement meter in tunnel section; (b) FBG displacement meter; (c) installation of bidirectional displacement meter
    Layered settlement monitoring. (a) Layout of layered settlement meter and bedrock mark; (b) FBG static level
    Layout of sensors for structural health monitoring of Jingxiong high-speed railway tunnel with large section
    Average strain of 14 measurement points at DK51 + 907 cross section varying with time during filling
    Internal force changes of 14 measurement points at DK51 + 907 cross section during filling. (a) Axial force; (b) bending moment
    • Table 1. Statistics of average strain at each measurement point during pouring

      View table

      Table 1. Statistics of average strain at each measurement point during pouring

      Measurement pointStrain during pouring /μεMeasurement pointStrain during pouring /με
      MaximumAverageMinimumMaximumAverageMinimum
      18.7-13.8-29.1
      223.3-10.1-27.8146.5-34.251.8
      3-0.6-30.2-40.413-0.5-29.2-41.7
      4-0.9-26.9-34.6120.0-29.0-38.2
      5-0.2-6.5-9.911-0.1-7.1-10.1
      6-0.2-6.0-9.010-0.1-5.0-6.9
      75.23.20.194.83.2-0.2
      82.2-3.3-6.2
    • Table 2. Statistics of average strain at each measurement point during filling

      View table

      Table 2. Statistics of average strain at each measurement point during filling

      Measurement pointStrain during filling /μεMeasurement pointStrain during filling /με
      MaximumAverageMinimumMaximumAverageMinimum
      1-7.3-40.8-68.8
      2-13.7-42.4-68.814-13.6-39.2-51.2
      3-1.5-27.8-49.813-7.7-59.9-90.8
      40.7-29.9-48.612-3.5-28.9-48.9
      5-0.5-23.1-43.5113.1-5.6-24.3
      6-4.2-21.7-42.5105.5-1.2-12.6
      75.4-12.4-37.794.7-7.4-21.7
      8-4.8-12.9-27.1
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    Wu Jinghong, Ye Shaomin, Zhang Jiqing, Zhao Qing, Zhang Wenxuan. Structural Health Monitoring of Large-Section Tunnel of Jingxiong High-Speed Railway Based on Fiber Bragg Grating Monitoring Technology[J]. Laser & Optoelectronics Progress, 2020, 57(21): 210603

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    Paper Information

    Category: Fiber Optics and Optical Communications

    Received: Feb. 20, 2020

    Accepted: --

    Published Online: Oct. 26, 2020

    The Author Email: Jinghong Wu (wjh@mail.usts.edu.cn)

    DOI:10.3788/LOP57.210603

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