Numerical Investigation of the Minimum Roof Thickness of Mining Stope in Bailing Copper-Zinc Mine

Article Preview

Abstract:

A three-dimensional numerical model of the rock mass including ore body is established by FLAC3D software, and then the surface subsidence caused by backfilling under different roof thicknesses of mining stope (the vertical distance between upper mining limit and surface) are calculated and analyzed. By comparing the surface displacement, the stress distribution, and the damage zone under different conditions, the minimum roof thickness is determined.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

668-673

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H.L. Min, P.L. Huang, Mining Research and Development. Vol 5 (2008), pp.64-66.

Google Scholar

[2] Y.M. Cheng, W.S. Chen, Chinese Journal of Rock Mechanics and Engineering, Vol 21 (2002), pp.1130-1135.

Google Scholar

[3] P.L. Huang, C.X. Chen, G.F. Xiao, Rock and Soil Mechanics, Vol 10 (2009), 3020-3024.

Google Scholar

[4] S.X. Shi, J.L. Xu, W.B. Zhu, Coal Science and Technology, Vol 36 (2008), pp.80-83.

Google Scholar

[5] M.F. Cai, C.L. Li, M.W. Xie, Journal of University of Science and Technology Beijing, Iss 2, Vol 30 (2008), pp.109-114.

Google Scholar

[6] The Application Report of Bailing Copper-zinc Mine. Harbin: Jinda Copper and Zinc Mining Limited Liability Company in Harbin (2010).

Google Scholar

[7] Mining Handbook. (Metallurgical Industry Press, Beijing, 2008).

Google Scholar

[8] Mining Engineer's Handbook (Vol I and Vol II), (Metallurgical Industry Press, Beijing, 2009).

Google Scholar

[9] JTG D30-2004. Specifications for Design of Highway Subgrades.

Google Scholar