ROADWAY SUPPORT DESIGN BASED ON IN-SITU STRESS AND ITS ASYMMETRICAL DISTRIBUTIONS IN A COAL MINE

被引:1
|
作者
Guo, Hongiun [1 ,2 ]
Ji, Ming [3 ,4 ]
Zhao, Weisheng [5 ]
机构
[1] Jiangsu Vocat Inst Architectural Technol, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, State Key Lab Coal Resources & Safe Min, Xuzhou 221116, Jiangsu, Peoples R China
[3] China Univ Min & Technol, Key Lab Deep Coal Resource Min, Minist Educ China, Xuzhou 221116, Jiangsu, Peoples R China
[4] Sch Mines, Xuzhou 221116, Jiangsu, Peoples R China
[5] Guizhou Inst Technol, Inst Min Engn, Guiyang 550003, Peoples R China
关键词
in-situ stress; the stress in the rock surrounding roadway; the displacement in the rock surrounding roadway; the plastic zone in the rock surrounding roadway; support parameters; STABILITY; ROCK; SOFT;
D O I
10.24425/ams.2020.133194
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Through in-situ stress measurements, stress data were obtained from an auxiliary transportation roadway in a coal mine in Shanxi Province, China. Based on the principles of elastic mechanics and using a generalized plane strain model, the mechanical effects of the in-situ stresses on an idealized roadway were calculated and the distributions of stresses, displacements, and plastic zones determined. Building on this model, the vulnerable zones in the roadway cross section were identified. Ground support specifications were developed and during specification design, comprehensive consideration was given to factors affecting the stability of the rock surrounding the roadway. A scientific and reasonable support scheme was put forward. Practical experience in the coal mine shows the normal forces of anchor bolt and cable, the minimal convergence of roof to floor, and a generally good support in the auxiliary transportation roadway. The support should ensure safe production during its service life. This study provides a new method for designing roadway support systems that can be particularly valuable for high-stress roadways.
引用
收藏
页码:299 / 315
页数:17
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