Affiliation:
1. Faculty of Information Engineering and Automation, Kunming University of Science and Technology, Kunming 650500, China
2. Yunnan Key Laboratory of Computer Technology Applications, Kunming 650500, China
3. Yunnan Aerospace Engineering Geophysical Detecting Co., Ltd., Kunming 650200, China
Abstract
Tunnel excavation induces the stress redistribution of the surrounding rock. Structural cracks may develop in the secondary lining due to this stress redistribution and bias pressure, consequently affecting the overall construction safety of the tunnel. This paper aims to achieve real-time monitoring of the excavation stability of the lining structure by integrating two monitoring technologies: structural deformation monitoring and fiber grating strain monitoring. Additionally, it proposes a method to simultaneously measure the thermal strain and applied stress–strain of the structure. By analyzing the displacement and deformation of the lining structure, its stability can be preliminarily evaluated in the short term. To achieve long-term real-time monitoring and a more accurate assessment of the tunnel structure’s stability, the paper introduces fiber Bragg grating (FBG) strain sensor monitoring technology. First, based on the geological stratigraphy information obtained from the exploration, a simulation model of the tunnel under different section bias angles is established. The displacement and stress concentration areas of the lining structure are then analyzed to optimize the sensor deployment array and provide a theoretical basis for the sensor arrangement. FBG strain sensors are installed on the surface of the structure to measure thermal strain and loading stress–strain, whereas FBG temperature sensors measure local temperature. The findings indicate that following tunnel excavation, the maximum daily strain differences at K107+043 and K107+240 were 126.87 µε and 209.38 µε, respectively. After a period of rock disturbance, the average daily strain differences due to applied stress–strain were 16.8 µε and 12.65 µε, respectively. The thermal strain was close to the daily strain difference. Therefore, after the rock disturbance subsided, the strain fluctuations in the lining structure were mainly caused by local temperature changes, and the surrounding rock tended to stabilize. This offers a viable method for evaluating structural stability post-tunnel excavation.
Funder
National Natural Science Foundation of China
Yunnan Provincial Key R&D Program
Reference27 articles.
1. Analysis of tunnel stress disturbance zone and its influencing factors;He;J. Railw. Sci. Eng.,2019
2. Assessment of damage zone thickness and wall convergence for tunnels excavated in strain-softening rock masses;Tamer;Tunn. Undergr. Space Technol.,2020
3. Evaluation of segment convergence and settlement of subway shield tunnel in water-rich complex stratum;Feng;Vibroeng. Procedia,2022
4. Analysis and research on laboratory model test for large section railway tunnel;Liang;J. Rail Sci.,2017
5. Monitoring, modelling and prediction of segmental lining deformation and ground settlement of an EPB tunnel in different soils;Mu;Tunn. Undergr. Space Technol.,2021
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