Movement and deformation characteristics of overlying rock mass in deep coal seam

被引:0
|
作者
LI Yong [1 ,2 ]
ZHENG Jing [1 ,2 ]
WANG Feng-nian [3 ]
HU Chao-wen [4 ]
YANG Fan [5 ,6 ]
MA Xin-gen [4 ]
TAO Zhi-gang [5 ,6 ]
机构
[1] College of Geoscience and Surveying Engineering, China University of Mining and Technology-Beijing
[2] State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology-Beijing
[3] Shanxi Provincial Transportation Technology Research and Development Co. Ltd., Key Laboratory of Highway Construction and Maintenance Technology in Loess Area,Transportation Industry
[4] Huaneng Coal Technology Research Co.Ltd.
[5] State Key Laboratory for Geo Mechanics and Deep Underground Engineering, China University of Mining and Technology-Beijing
[6] School of Mechanics and Civil Engineering, China University of Mining and Technology-Beijing
基金
中国国家自然科学基金; 中央高校基本科研业务费专项资金资助;
关键词
D O I
暂无
中图分类号
TD325 [岩层移动];
学科分类号
0819 ;
摘要
The 110 mining method is an innovative and useful coal mining technology. It mainly relies on two technologies to improve coal mining rate: Top cutting and pressure relief, Negative Poisson’s ratio anchor cable(NPR anchor cable) support. This study develops a large-scale physical model test using the speckle monitoring system(DIC), the stress-strain monitoring system, and the infrared thermal imaging system to deeply investigate the roadway deformation and failure law of the 110 mining method, the displacement movement mechanism of the overlying rock mass, and the change law of rock pressure. Results showed that pillarless coal mining utilizing mine pressure and rock fragmentation and expansion characteristics, the use of cut top pressure relief and NPR anchor stress compensation technology in the kilometer level of deep underground coal mining still has a positive effect along the tunnel space. In addition, they can reduce surface subsidence, provide a scientific basis for ecological protection, and develop other kilometer-level deep soft rock high-ground stress underground projects.
引用
收藏
页码:1725 / 1741
页数:17
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