用户名: 密码: 验证码:
Application of preblasting to high-section top coal caving for steep-thick coal seam
详细信息    查看全文
  • 作者:Jian-hui Zhao (1)
    Xing-ping Lai (1) (2)
  • 关键词:extra ; steep ; thick seam ; high ; section top ; coal caving (HSTCC) ; prefracture blasting and verification
  • 刊名:Journal of Coal Science and Engineering (China)
  • 出版年:2011
  • 出版时间:June 2011
  • 年:2011
  • 卷:17
  • 期:2
  • 页码:113-118
  • 全文大小:749KB
  • 参考文献:1. Alehossein H, Poulsen B A, 2009. Stress analysis of longwall top coal caving. / Int. J. Rock Mech. & Min. Sci., 47(1):30. CrossRef
    2. Chen Z H, Xie H P, Lin Z M, 2002. Study on falling ability of top coal during top coal caving by damage mechanics. / J. Rock Mech. & Eng., 21(8): 1 136.
    3. Lai X P, 2007. Detcting and comprehensive analysis on loose circle and borehole camera in steep seam of +579E2EB1+ 2 Weihuliang Coal Mine.
    4. Lai X P, Wang N B, Xu H D, 2009. Analysis of safety top-coal-caving to heavy-steep coal seam under complex environment. / J. Univ. Sci. Technol. Beijing, 31(3): 277.
    5. Shi P W, Zang Y Z, 2006. Structural analysis of arch of spanning strata of top coal caving in steep seam. / J. Rock Mech. & Eng., 25(1): 79.
    6. Shao X P, Shi P W, He G C, 2007. Analysis on un-loaded arch structure of roof in mining steep seams using horizontal section top-coal caving. / J. Univ. Sci. Technol. Beijing, 25(9): 447.
    7. Simsir F, Ozfirat M K, 2008. Determination of the most effective longwall equipment combination in longwall top coal caving (LTCC) method by simulation modeling. / Int. J. Rock Mech. & Min. Sci., 45(6): 1 015.
    8. Trueman R, Pierce M, Wattimena R, 2002. Quantifying stresses and support requirements in the undercut and production level drifts of block and panel caving mines. / Int. J. Rock Mech. & Min. Sci., 39(5): 617. CrossRef
    9. Wang N B, Li L B, Lai X P, 2008. Comprehensive analysis of safe mining to heavy and steep coal seam under complex geophysics environment. / Journal of Coal Science & Engineering (China), 14(3): 378. CrossRef
    10. Xie G X, Chang J C, Yang K, 2009a. Investigations into stress shell characteristics of surrounding rock in fully mechanized top-coal caving face. / Int. J. Rock Mech. & Min. Sci., 46(1): 172. CrossRef
    11. Xie H P, Chen Z H, Wang J C, 1999b. Three-dimensional numerical analysis of deformation and failure during top coal caving. / Int. J. Rock Mech. & Min. Sci., 36(5): 651. CrossRef
    12. Xie H P, Wang J C, Chen Z H, 1999. Study on top-coal blasting technique of full mechanized caving in the hard thick coal seam. / J. China Coal Society, 24(4): 350.
    13. Xie Y S, Zhao Y S, 2009. Numerical simulation of the top coal caving process using the discrete element method. / Int. J. Rock Mech. & Min. Sci., 46(6): 983. CrossRef
    14. Yasitli N E, Unver B, 2005. 3D numerical modeling of longwall mining with top-coal caving. / Int. J. Rock Mech. & Min. Sci., 42(2): 219. CrossRef
  • 作者单位:Jian-hui Zhao (1)
    Xing-ping Lai (1) (2)

    1. School of Energy Engineering, Xi鈥檃n University of Science and Technology, Xi鈥檃n, 710054, China
    2. Key Laboratory of Western Mines and Hazard Prevention, Ministry of Education of China, Xi鈥檃n, 710054, China
  • ISSN:1866-6566
文摘
For mining extra-steep-thick coal seam, the sublevel top coal caving is a high efficient method in practical engineering. However, major challenges associated with mining high-section top-coal-caving (HSTCC) are related to the resulting high ground stresses. Inevitability, using the high-section sublevel top coal caving for extra-steep-thick coal seam, the large scale of mined-out area appears. If the prefracture blasting and hydraulic fracture techniques are utilized, the top coal damage and cracks will develop, and the mining complexity will increase, such as seam inclination, continuity, mechanical characteristics of roof and susceptibility of top coal, etc. First, the field conditions of B1+2 seam were investigated at the +588 level of the Weihuliang Underground Mine of China. Subsequently, according to caving mechanism of strata response obtained from several special models including physical simulation tests and numerical simulation models, the prefracture process including blasting and injecting water were analyzed. Then, the prefracture blasting technique was successfully applied to the caving of 52 m-sublevel seam. Finally, the effects were verified by advanced detecting instruments, and the results show these methods and measurements are feasible and valid.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700