Paper Info
Title
Application of FBG Sensor to Safety Monitoring of Mine Shaft Lining Structure
Abstract
The use of fiber Bragg grating (FBG) sensors is proposed to solve the technical problem of poor sensor stability in the long-term safety monitoring of shaft lining structures. The auxiliary shaft of the Zhuxianzhuang coal mine was considered as the engineering background, and a test system implementing FBG sensors was established to monitor the long-term safety of the shaft lining structure. Indoor simulation testing revealed that the coefficient of determination (r(2)) between the test curves of the FBG sensor and the resistance strain gauge is greater than 0.99 in both the transverse and vertical strains. Therefore, the FBG sensor and resistance strain gauge test values are similar, and the error is small. The early warning value was obtained by calculation, according to the specific engineering geological conditions and shaft lining structure. The monitoring data obtained for the shaft lining at three test levels over more than three years reveal that the measured vertical strain value is less than the warning value, indicating that the shaft lining structure is currently in a safe state. The analysis of the monitoring data reveals that the vertical strain increment caused by the vertical additional force is approximately 0.0752 mu epsilon/d. As the mine drainage progresses, the increasing vertical additional force acting on the shaft lining will compromise the safety of the shaft lining structure. Therefore, the monitoring must be enhanced to facilitate decision-making for safe shaft operation.
Year
DOI
Venue
2022
10.3390/s22134838
SENSORS
Keywords
DocType
Volume
mine shaft lining structure, vertical additional force, fiber Bragg grating (FBG) sensor, concrete strain, long-term safety monitoring
Journal
22
Issue
ISSN
Citations 
13
1424-8220
0
PageRank 
References 
Authors
0.34
0
6
Name
Order
Citations
PageRank
Kun Hu100.34
Zhishu Yao200.34
Yanshuang Wu300.34
Yongjie Xu400.34
Xiaojian Wang500.34
Chen Wang639.53