Space Properties of Effects of Slope Stability by Underground Mining

Author:

Sun Shi Guo1,Dong Pei Xin1

Affiliation:

1. North China University of Technology

Abstract

At present, technology for open pit combined underground mining is one problem about mine. It mainly involves some problems, such as how to design deep resources exploitation, how to evaluation slope stability and so on. Combining the underground mining effect with their characteristics and function attributes influenced by the slope deformation, this paper considers the both composite superimposed law, and derives the calculation method of the slope stability under comprehensive function. Accordingly, explore the influence law of slope stability, induced by underground mining area and the relative position and the space and geometry size changes of slope body. And the final purpose is to provide the scientific basis for design and safety assessment of deep resource extraction.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference8 articles.

1. S.G. Sun: Deformation Law of Slop Rock due to Combined Excavation of Mines (Earthquake Press, Beijing2000). (In Chinese).

2. J. Lv, S.G. Sun, Y.H. Cui, J. Liu and H. Lu: Journal of North China University of Technology, Vol, 23(2011), p.75. (In Chinese).

3. Q . Wu: Mine Water Damage Prevention and Control, (China Mining University Press, 2007). (In Chinese).

4. W.Y. Hu: Theory and Methods for Controlling Mine Water Damage (Coal Industry Press, Beijing2005). (In Chinese).

5. R.H. Chen, H.B. Bai and M.M. Feng: Journal o f Mining & Safet y Engineering, Vol, 23(2006), p.220. (In Chinese).

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