Xing-ping Lai, Fen-hua Ren, Yong-ping Wu, and Mei-feng Cai, Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone, Int. J. Miner. Metall. Mater., 16(2009), No. 1, pp. 12-18. https://doi.org/10.1016/S1674-4799(09)60003-0
Cite this article as:
Xing-ping Lai, Fen-hua Ren, Yong-ping Wu, and Mei-feng Cai, Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone, Int. J. Miner. Metall. Mater., 16(2009), No. 1, pp. 12-18. https://doi.org/10.1016/S1674-4799(09)60003-0
Xing-ping Lai, Fen-hua Ren, Yong-ping Wu, and Mei-feng Cai, Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone, Int. J. Miner. Metall. Mater., 16(2009), No. 1, pp. 12-18. https://doi.org/10.1016/S1674-4799(09)60003-0
Citation:
Xing-ping Lai, Fen-hua Ren, Yong-ping Wu, and Mei-feng Cai, Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone, Int. J. Miner. Metall. Mater., 16(2009), No. 1, pp. 12-18. https://doi.org/10.1016/S1674-4799(09)60003-0
The damage process of fractured rock mass showed that the fracture in rocks induced roof collapse in Yangchangwan Coal Mine, China. The rock mass was particularly weak and fractured. There occurred 6 large-scale dynamical roof falls in the excavation disturbed zone (EDZ) with the collapsing volume of 216 m3. First, the field detailed geological environment, regional seismic dynamics, and dynamic instability of roadways were generally investigated. Second, the field multiple-index monitoring measurements for detecting the deep delamination of the roof, convergence deformation, bolt-cable load, acoustic emission (AE) characteristic parameters, total AE events, AE energy-releasing rate, rock mass fracture, and damage were arranged. Finally, according to the time-space-strength relations, a quantitative assessment of the influence of rock-mass damage on the dynamic roof instability was accomplished.
The damage process of fractured rock mass showed that the fracture in rocks induced roof collapse in Yangchangwan Coal Mine, China. The rock mass was particularly weak and fractured. There occurred 6 large-scale dynamical roof falls in the excavation disturbed zone (EDZ) with the collapsing volume of 216 m3. First, the field detailed geological environment, regional seismic dynamics, and dynamic instability of roadways were generally investigated. Second, the field multiple-index monitoring measurements for detecting the deep delamination of the roof, convergence deformation, bolt-cable load, acoustic emission (AE) characteristic parameters, total AE events, AE energy-releasing rate, rock mass fracture, and damage were arranged. Finally, according to the time-space-strength relations, a quantitative assessment of the influence of rock-mass damage on the dynamic roof instability was accomplished.
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