Kích thước hình học các khối đá và nguy cơ mất ổn định bờ mỏ và sườn dốc

https://mij.hoimovietnam.vn/en/archives?article=160213
  • Affiliations:

    Hanoi University of Mining and Geology

  • Online: 30th-Apr-2016
Pages: 53 - 58
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Abstract:

The paper simulates the landslide process of the rocks on the moment of the birth at mine slopes, its orbital motion in space until it stopped on the terrain surface or restrained by encounter bar.

How to Cite
Tuan, N.Anh and Hieu, V.Dinh 2016. Kích thước hình học các khối đá và nguy cơ mất ổn định bờ mỏ và sườn dốc (in Vietnamese). Mining Industry Journal. XXX, 2 (Apr, 2016), 53-58. .
References

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2. Baroudi, H. et al., 1992. Bench stabiỉity in open pit Mines: A methođology for jointed Rock masses. ỉn Regional Coníerence on íractured and jointed rock masses. Lake Tahoe, Caliíornia, p7.

3. Baecher, G.B. & Christian, J.T., 2003. Reliability and Statistics in Geotechnical Engineering John VViley&Sons, ed., England: Wiley.

4. Nguyen, A.T, errien-Soukatchoff, V, Vinches, M. (2015). Rockfall hazard íorm DFN modeling of benches stability analysis with a stochastic approach. Proceedings of the international workshop on Advances in surtace mining for environmental protection and sustainabie development, Hanoi, Vietnam, p. 97 108. ISBN: 978-604-913-423-4.

5. Nguyen, A.T., Merrien-Soukatchoff, V. & Vinches, M., 2014. Grouping discontìnuìties of íractured rock mass into main sets: consequences on the stability analysis of open pit benches. In D. 2014, ed. DFNE 2014, Vancouver, Canada, pp. 1-8.

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