Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (3): 970-979.doi: 10.16285/j.rsm.2019.0296

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on overburden deformation evolution under mining effect based on distributed fiber optical sensing technology

HOU Gong-yu1, 2, HU Tao1, LI Zi-xiang1, XIE Bing-bing1, XIAO Hai-lin1, ZHOU Tian-ci1   

  1. 1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China; 2. School of Mining Engineering, Xinjiang Institute of Engineering, Urumchi, Xinjiang 830091, China
  • Received:2019-01-30 Revised:2019-08-12 Online:2020-03-11 Published:2020-05-26
  • Supported by:
    This work was supported by the Central University Major Achievement Transformation Project in Beijing (ZDZH20141141301) and the National Natural Science Fund Committee and Shenhua Group Co., Ltd. Jointly Funded Key Projects (U1261212, U1361210).

Abstract: In practical engineering, the overburden deformation is difficult to be monitored by conventional testing methods. Therefore, the Brillouin frequency shift (BFS) analysis and Brillouin optical frequency domain analysis (BOFDA) technology are adopted in this research to solve the problem. Based on the coal mining processes in the field, a 4 200 mm × 250 mm × 1 600 mm (length, width and height, respectively) overlying strata model is established in the laboratory. The deformation charactistics of overlying strata during the excavation are tested through the four horizontal sensing fibers and five vertical sensing fibers embedded in the model. By comparing the experimental results with the measured displacements obtained by close range photography digital image processing technology, the relationships between the optical fiber frequency shift values, strata working face weighting and the evolution of overburden structure are revealed through the comprehensive analysis of the characteristics of mining overburden activity and the law of strata pressure appearance. Besides, the characterizing method of the development and evolution range of two zones based on optical fiber frequency shift value are also obtained. The study shows that the BOFDA technology can be used to monitor the characteristics of mining overburden activity and the law of strata pressure appearance using BFS analysis. The test results provide theoretical and experimental support for the field application of distributed optical fiber testing technology in monitoring the "two zones" deformation of overlying strata in coal mines.

Key words: distributed fiber optical sensing (DFOS), Brillouin frequency shift (BFS), model test, overlying strata deformation, two-zone monitoring

CLC Number: 

  • TU452
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[4] ZHANG Chang-guang,ZHANG Qing-he,ZHAO Jun-hai. Unified solutions of shear strength and earth pressure for unsaturated soils[J]. , 2010, 31(6): 1871 -1876 .
[5] YANG Tian-hong, CHEN Shi-kuo, ZHU Wan-cheng, LIU Hong-lei. Coupled model of gas-solid in coal seams based on dynamic process of pressure relief and gas drainage[J]. , 2010, 31(7): 2247 -2252 .
[6] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
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