Laser & Optoelectronics Progress, Volume. 60, Issue 23, 2312006(2023)

Safety Monitoring of Railway Tunnel Structure During Operation Period Based on Fiber Grating Sensing and Video Displacement Meter Technology

Jun Li*, Dingbo Zhang, Xinwei Zhang, Jiarui Zhang, Ruixu Yao, and Binbin Fan
Author Affiliations
  • College of Safety Science and Engineering, Xi'an University of Science and Technology, Xi'an 710054, Shaanxi, China
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    Figures & Tables(15)
    Schematic diagram of tunnel safety monitoring system
    Schematic diagram of FBG structure
    Schematic diagram of the optical video replacement technology
    Schematic diagram of template matching technology
    Tunnel site working condition
    Comprehensive drawing of sensor installation information
    Topological diagram of tunnel structure safety monitoring system
    Double-layer lined tunnel model
    Tunnel model static load
    Tunnel strain map at train passing time
    Long-term trend chart of tunnel strain stability
    Tunnel settlement map at train passing time
    Long-term trend chart of tunnel settlement stability
    • Table 1. Data fluction before and after the train passes

      View table

      Table 1. Data fluction before and after the train passes

      Information of mearsuring pointsMearsuring point AMearsuring point B
      Horizontal displacement /mmVertical displacement /mmHorizontal displacement /mmVertical displacement /mm
      Before the traffic-0.100.00-0.400.10
      The first train a0.00-0.501.502.20
      The second train b-8.10-12.90-0.60-0.60
      The third train c-4.30-17.90-2.80-0.50
      After the traffic-0.100.00-0.500.20
    • Table 2. Long-term data of tunnel measuring points

      View table

      Table 2. Long-term data of tunnel measuring points

      Information of mearsuring pointsMearsuring point AMearsuring point B
      Horizontal displacement /mmVertical displacement /mmHorizontal displacement /mmVertical displacement /mm
      Initial displacement-0.100.00-0.200.10
      Displacement of 30 d-0.20-0.10-0.400.30
      Displacement of 60 d-0.20-0.20-0.100.00
      Displacement of 90 d-0.40-0.300.20-0.30
      Displacement of 120 d-0.70-1.400.30-2.90
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    Jun Li, Dingbo Zhang, Xinwei Zhang, Jiarui Zhang, Ruixu Yao, Binbin Fan. Safety Monitoring of Railway Tunnel Structure During Operation Period Based on Fiber Grating Sensing and Video Displacement Meter Technology[J]. Laser & Optoelectronics Progress, 2023, 60(23): 2312006

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    Paper Information

    Category: Instrumentation, Measurement and Metrology

    Received: Nov. 30, 2022

    Accepted: Mar. 15, 2023

    Published Online: Dec. 4, 2023

    The Author Email: Jun Li (ljsiom@126.com)

    DOI:10.3788/LOP223211

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