Comprehensive Experimental Study on the Migration Law of the Floor at the Mining Face
- 1 State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, Anhui University of Science and Technology, Huainan, China
- 2 School of Earth and Environment, Anhui University of Science and Technology, Huainan, China
Abstract
Under the circumstance that deep mining is increasingly vulnerable to underlying limestone water, accurate detection of floor failure depth ranges at a mining face becomes rather critical to coal mine production in safety. Underground borehole fiber optic sensing technology is combined with 2-D parallel electrical surveying to comprehensively monitor and analyze development laws of floor deformation and failure. Moreover, a working face 1022 in a mine of Huaibei Mining Area was taken, for example, introducing the layout of monitoring borehole and installation of relevant sensing units. Based on the stope progress of a working face, data related to strain and geoelectric fields were collected regularly to analyze relationships of field source variation characteristics and strata deformation failures. In this way, the development mechanism of the floor deformation failure can be revealed. As demonstrated by results, the depth failure of the floor at coal seam 10 is calculated to be 15 m, while its disturbance depth turns out to be 22 m. Due to advanced stress, concentrated stope load and post-mining pressure relief, the floor experienced elastic deformation, shear deformation and swelling deformation successively. Without a doubt, testing results obtained have scientific guiding significance for mines with similar geological conditions.
- Bai, X.Q., Bai, H.B. and Shen, Z.H. (2009) Relative Strata Impermeability in Ordovician Top and Risk Assessment of Water Inrush from Coal Floor in Xinyi Coalfield. Chinese Journal of Rock Mechanics and Engineering, 28, 273-280.
- Sun, Y.J., Zuo, J.P., Karakus, M., et al. (2019) Investigation of Movement and Damage of Integral Overburden during Shallow Coal Seam Mining. International Journal of Rock Mechanics and Mining Sciences, 117, 63-75. https://doi.org/10.1016/j.ijrmms.2019.03.019
- Shi, L.Q. (2009) Summary of Research on Mechanism of Water-Inrush from Seam Floor. Journal of Shandong University of Science and Technology (Natural Science), 29, 17-22.
- Jing, Z.G. and Li, B.Y. (1980) Preliminary Study about Water-Inrush from Floor. Coal Field Geology and Exploration, 27-29.
- Shi, L.Q., and Han, J. (2005) Theory and Practice of Dividing Coal Mining Area Floor into Four-Zone. Journal of China University of Mining & Technology, 34, 16-23.
- Cheng, J.L. and Yu, S.J. (2000) Simulation Experiment on the Response of Resistivity to Deformation and Failure of Overburden. Chinese Journal of Geophysics, 43, 740-748. https://doi.org/10.1002/cjg2.89
- Zhang, P.S., Wu, J.W. and Liu, S.D. (2006) Study on Dynamic Observation of Coal Seam Floor’s Failure Law. Chinese Journal of Rock Mechanics and Engineering, 25, 3009-3013.
- Wu, R.X., Zhang, P.S. and Liu, S.D. (2009) Exploration of Two-Gateway Network Parallel Electrical Technology for Exploring Thin-Coal Area within Coal Face. Chinese Journal of Rock Mechanics and Engineering, 28, 1834-1838.
- Yang, F. and Peng, S.-P. (2006) New Method of Ground Penetrating Rader (GPR) Exploration to Near Hidden Trouble under Mining. Journal of China Coal Society, 31, 1-4.
- Sun, B.Y., Zhang, P.S., Wu, R.X., et al. (2020) Improvement of Upper Limit of Mining under an Aquifer of a Super Thick Unconsolidated Layer in Huainan Based on Multi Physics Field Monitoring. Exploration Geophysics. https://doi.org/10.1080/08123985.2020.1780116
- Sun, B.Y., Zhang, P.S., Wu, R.X., et al. (2018) Dynamic Detection and Analysis of Overburden Deformation and Failure in a Mining Face Using Distributed Optical Fiber Sensing. Journal of Geophysics and Engineering, 15, 2545-2555. https://doi.org/10.1088/1742-2140/aad1c6
- Qian, M.G., Miao, X.X. and Xu, J.L. (1996) Theoretical Study of Key Stratum in Ground Control. Journal of China Coal Society, 21, 44-47.