PIT WALLS AND OVERBURDEN DUMP STABILITY CALCULATION OF LUNEVSKY LIMESTONE DEPOSIT WESTERN SECTION

Authors

  • A.K. Alvanian Perm State National Research University, Russian Federation
  • K.A. Alvanian Perm State National Research University, Russian Federation

DOI:

https://doi.org/10.46991/PYSU:C/2014.48.2.037

Keywords:

deposit, bench, edge of the open-pit mine, assurance factor, simple shear, angle of hade, soil adhesion, internal friction angle, prism of failure

Abstract

With the help of algebraic addition of strength and substance method was calculated the pit wall stability and overburden dump for Lunevsky limestone deposit. Executed calculations are evidence of the fact that the choice of dump angle 50° is substantiated in case, if worked out areas were filled by 15 m overburden dump layer.

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Published

2014-08-08

How to Cite

Alvanian, A., & Alvanian, K. (2014). PIT WALLS AND OVERBURDEN DUMP STABILITY CALCULATION OF LUNEVSKY LIMESTONE DEPOSIT WESTERN SECTION. Proceedings of the YSU C: Geological and Geographical Sciences, 48(2 (234), 37–40. https://doi.org/10.46991/PYSU:C/2014.48.2.037

Issue

Vol. 48 No. 2 (234) (2014)

Section

Geology

License

Copyright (c) 2014 Proceedings of the YSU

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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.