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Application of FBG Sensor to Safety Monitoring of Mine Shaft Lining Structure.
Hu, Kun; Yao, Zhishu; Wu, Yanshuang; Xu, Yongjie; Wang, Xiaojian; Wang, Chen.
Afiliación
  • Hu K; School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
  • Yao Z; School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
  • Wu Y; Engineering Research Center of Underground Mine Engineering of Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China.
  • Xu Y; School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
  • Wang X; School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
  • Wang C; School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
Sensors (Basel) ; 22(13)2022 Jun 26.
Article en En | MEDLINE | ID: mdl-35808333
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 (r2) 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 µÎµ/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.
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Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Asunto principal: Fibras Ópticas / Tecnología de Fibra Óptica Idioma: En Revista: Sensors (Basel) Año: 2022 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Asunto principal: Fibras Ópticas / Tecnología de Fibra Óptica Idioma: En Revista: Sensors (Basel) Año: 2022 Tipo del documento: Article País de afiliación: China