Study on effect of dip angle on coal wall spalling of working face with great mining height in steeply inclined coal seam

被引:0
|
作者
Wang H. [1 ,4 ]
Wu Y. [1 ]
Jiao J. [1 ]
Luo S. [2 ]
Liu K. [3 ]
Xie P. [1 ]
Liu M. [1 ]
机构
[1] Key Laboratory of Western Mine Exploitation and Hazard Prevention, School of Energy Science and Engineering, Xi'an University of Science and Technology, Xi'an, 710054, Shaanxi
[2] School of Science, Xi'an University of Science and Technology, Xi'an, 710054, Shaanxi
[3] Chongqing Energy (Guizhou) Coal Co Ltd, Bijie, 551700, Guizhou
[4] Sichuan Coal Industry Group Limited Liability Company, Chengdu, 610091, Sichuan
关键词
Coal wall spalling; Dip angle change; Great mining height; Horizontal displacement; Steeply inclined coal seam;
D O I
10.13545/j.cnki.jmse.2019.04.011
中图分类号
学科分类号
摘要
Comprehensive methods including field test, theoretical analysis and numerical simulation were adopted to analyze main control parameters for coal wall spalling of working face with great mining height in 2130 coal mine of Xinjiang coking coal group. The mechanical model of coal wall along tendency was established. Meanwhile, the mechanism of effect of working-face dip angle on coal wall spalling was revealed. Results show that main control parameters for coal wall spalling of working face with great mining height in steeply inclined seam include dip angle, mining height, advancing speed, support resistance, cohesion and internal friction angle of coal mass. Affected by dip angle of working face, the abutment pressure in coal wall is asymmetric along inclination, which leads to asymmetry of coal wall deformation. The largest deformation occurs at location of about 0.66L in upper area of working face. With the increase in dip angle, vertical stress in coal wall increases gradually. The horizontal displacement of coal wall in upper area of working face continuously increases towards the goaf, and moves to inclined upper area. This could increase the coal spalling probability and potential areas. © 2019, Editorial Board of Journal of Mining & Safety Engineering. All right reserved.
引用
收藏
页码:728 / 735and752
相关论文
共 17 条
  • [1] Xie P., Wu Y., Mechanism and control methods of rib spalling in steeply dipping thick seam in fully-mechanized longwall mining with large mining height, Mining Engineering, 47, 1, pp. 74-77, (2015)
  • [2] Yang P., Liu C., Wu F., Breakage and falling of a high coal wall in a thick mined seam, Journal of China University of Mining & Technology, 41, 3, pp. 371-377, (2012)
  • [3] Yin X., Yan S., An Y., Characters of the rib spalling in fully mechanized caving face with great mining height, Journal of Mining & Safety Engineering, 25, 2, pp. 222-225, (2008)
  • [4] Yang J., Liu C., Wu F., Et al., The research on the coal wall stability mechanism in larger height coal seam with a stratum of gangue, Journal of Mining & Safety Engineering, 30, 6, pp. 856-862, (2013)
  • [5] Li J., Yang Y., Kang T., Et al., Study on instability mechanism and controlling technology of coal wall, Journal of Taiyuan University of Technology, 43, 6, pp. 703-705, (2012)
  • [6] Fang X., He J., Li H., A study of the rib fall mechanism in soft coal and its control at a fully mechanized top coal caving face, Journal of China University of Mining & Technology, 38, 5, pp. 640-644, (2009)
  • [7] Wang J., Yang Y., Kong D., Et al., Failure mechanism and grouting reinforcement technique of large mining height coal wall in thick coal seam with dirt band during topple mining, Journal of Mining & Safety Engineering, 31, 6, pp. 831-837, (2014)
  • [8] Wang J., Wang Z., Kong D., Failure and prevention mechanism of coal wall in hard coal seam, Journal of China Coal Society, 40, 10, pp. 2243-2250, (2015)
  • [9] Yang S., Kong D., Flexible reinforcement mechanism and its application in the control of spalling at large mining height coal face, Journal of China Coal Society, 40, 6, pp. 1361-1367, (2015)
  • [10] Kong D., Yang S., Gao L., Et al., Determination of support capacity based on coal face stability control, Journal of China Coal Society, 42, 3, pp. 590-596, (2017)