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

被引:0
|
作者
Yong Li
Jing Zheng
Feng-nian Wang
Chao-wen Hu
Fan Yang
Xin-gen Ma
Zhi-gang Tao
机构
[1] China University of Mining and Technology-Beijing,College of Geoscience and Surveying Engineering
[2] China University of Mining and Technology-Beijing,State Key Laboratory of Coal Resources and Safe Mining
[3] Key Laboratory of Highway Construction and Maintenance Technology in Loess Area,Shanxi Provincial Transportation Technology Research and Development Co. Ltd.
[4] Transportation Industry,State Key Laboratory for GeoMechanics and Deep Underground Engineering
[5] Huaneng Coal Technology Research Co. Ltd.,School of Mechanics and Civil Engineering
[6] China University of Mining and Technology-Beijing,undefined
[7] China University of Mining and Technology-Beijing,undefined
来源
关键词
Cut seam; Displacement; NPR anchor cable; Physical model; Numerical simulation;
D O I
暂无
中图分类号
学科分类号
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:16
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