Research of Rock Mechanical Mechanics in Steeply Dipping Seam Mining

Article Preview

Abstract:

In steeply dipping working face rock movement, failure characteristics and distribution law of abutment pressure obviously affects seam mining. This paper takes the long wall for large inclined angle fully mechanized face of coal mine as the project background. The theoretical analysis and numerical simulation are adopted to study the break mechanism of the rock layer in steeply dipping seam mining; Through the numerical simulation results shows that the basic features are obtained, which are the biggest stress coefficient, abutment pressure of plastic area, roof weighting step,and convergence between roof and floor in working face.Based on the pressure appearance of the steeply dipping seam mining, control technology is given for the working face support stability, the work equipment prevent tumble and glide,and adjacent rock in the period of pressure. The study has a practice meaning in reducing coal mining accidents and improving the safety in steeply dipping seam mining.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

342-346

Citation:

Online since:

December 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] WU Yong-ping, YUAN Dong-feng. Large angle stability control fully mechanized support[J]. Ground Pressure and Strata Control, 16(3/4): 82-85(1999).

Google Scholar

[2] YIN Guang-zhi, XIAN Xue-fu, DAI Gao-fei, et al. Basic behavior of strata movement in seam with deep dip angle[J]. Journal of Geotechnical Engineering, 23(4): 450-453(2001).

Google Scholar

[3] ZHAO Yuan-fang, ZHANG Xiang-yang, TU Min. Roof caving characteristic and strata behavior in exploiting steep coal seams[J]. Journal of Mining &Safety Engineering, 24(2): 231-234(2007).

Google Scholar

[4] WANG Shu-ren, WANG Jin-an, DAI Yong. Large inclination thick coal seam fully mechanized sublevel caving mining top-coal movement regularity and failure mechanism of discrete element analysis[J]. Journal of University of Science and Technology Beijing, 27(1): 5-8(2005).

DOI: 10.1201/b11438-193

Google Scholar

[5] HUA Dao-you, PING Shou-kang. Inclined seam similar three-dimensional simulation of strata behavior[J]. Ground Pressure and Strata Control, 16(3/4): 97-100(1999).

Google Scholar

[6] Tao Lianjin Wang Yongjia. MOVEMENT AND FAILURE OF OVERLYING STRATA IN A FACE IN STEEP SEAM. JOURNAL OF CHINA COAL SOCIETY, 6: 582-585(1996).

Google Scholar

[7] ZHANG Niao-feng, WANG Jun, WU Yong-ping. Great inclination angle coal bed tunnel supports and protections way design and application[J]. Journal of Xi'an University of Science and Technology, 20(2): 97-100(2000).

Google Scholar

[8] CAO SHu-gang, XIONG Wen-shu, LI Hong, et al. Big obliquity roadway stress deformation finite element analysis[J]. Ground Pressure and Strata Control, 16(3/4): 101-103(1999).

Google Scholar

[9] HUANG Qing-xiang, DONG Bo-lin, CHEN Guo-hong, et al. Failure mechanism of entry in steep soft seam and bolting design[J]. Journal of Mining & Safety Engineering, 23(3): 333-336(2006).

Google Scholar

[10] WU Yong-ping. Keys to dynamic equations of system R-S-F and determination on working resistance of face support in steeply dipping seam mining[J]. Journal of China Coal Society, 31 (6): 736-741(2006).

Google Scholar

[11] ZHANG Bei, CAO Sheng-gen, WANG Lian-guo, et al. Deformation Failure Mechanism and Support Measurements in Roadway of Steeply Inclined Coal Seam. Journal of Mining & Safety Engineering, 28(2): 214-219(2011).

Google Scholar

[12] WANG Dong-sheng. Numerical Analysis on Stress and Strain Distribution at Roadway Excavation Inclined Face. Coal Technology, 29(11): 73-75(2010).

Google Scholar