Experimental Study on Kilometer-Deep Shaft Working Face Advancing Step and Mining-Induced Stress Distribution Law

Article Preview

Abstract:

Based on the engineering background of Tangkou in Shandong province, this thesis carries out mining-induced stress distribution law comparative study and analysis of 2313 working face which is lying below-1100 miles, using methods of theoretical analysis, numerical simulation and field measurement, and obtains the limited synergistic effect of mining-induced stress variation and working face advancing steps under the condition of kilometer-deep shaft. That is, with the increase of working face advancing steps, there will be a corresponding increase in the advanced abutment pressure peak, sphere of influence, and the distance from the peak position to the coal wall, within its limit value. The conclusion of this study have some guidance for the safe production and support design of working face in kilometer-deep shaft.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1422-1426

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] He Manchao, Xie Heping, Peng Suping. Deep Mining Rock Mechanics Research [J]. Rock and Soil Mechanics and Engineering, 2005, 24(16): 2804–2812.

Google Scholar

[2] Li Haiyan, Liu Duanju, Sun Qingguo. One Thousand Meters Deep Soft Rock Roadway Damage Mechanism and Support Technology Research [J]. Journal of Shandong University, 2009,39(4).

Google Scholar

[3] Chen Yanguang, Lu Shiliang, Xu Yongqi. China's Coal Mine Roadway Surrounding Rock Control[M]. Xuzhou: China Mining University Press, (1994).

Google Scholar

[4] Chen Yumin, Xu Dingping. FLAC/FLAC3D Foundation and Engineering Examples. Beijing: China WaterPower Press, (2008).

Google Scholar