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
Fig. 1. Sectional circumferential strain monitoring. (a) FBG strain gauge; (b) layout of strain gauges in tunnel section; (c) installation of strain gauge
Fig. 2. Structural diagram of FBG displacement meter
Fig. 3. 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
Fig. 4. Layered settlement monitoring. (a) Layout of layered settlement meter and bedrock mark; (b) FBG static level
Fig. 5. Layout of sensors for structural health monitoring of Jingxiong high-speed railway tunnel with large section
Fig. 8. Average strain of 14 measurement points at DK51 + 907 cross section varying with time during filling
Fig. 9. Internal force changes of 14 measurement points at DK51 + 907 cross section during filling. (a) Axial force; (b) bending moment
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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
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)