Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone

被引:18
|
作者
Lai, Xing-ping [1 ,2 ,3 ]
Ren, Fen-hua [2 ]
Wu, Yong-ping [1 ,3 ]
Cai, Mei-feng [2 ]
机构
[1] Xian Univ Sci & Technol, Energy Sch, Xian 710054, Peoples R China
[2] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
[3] China Minist Educ, Key Lab Western Mine & Hazard Prevent, Xian 710054, Peoples R China
基金
中国国家自然科学基金;
关键词
fractured rock mass; excavation disturbed zone (EDZ); roof collapse; acoustic emission (AE); quantitative assessment; NUMERICAL-SIMULATION; MINE; REINFORCEMENT; BEHAVIOR; BOLTS; DAMAGE;
D O I
10.1016/S1674-4799(09)60003-0
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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 m(3). 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-re leasing 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.
引用
收藏
页码:12 / 18
页数:7
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