PIT WALLS AND OVERBURDEN DUMP STABILITY CALCULATION OF LUNEVSKY LIMESTONE DEPOSIT WESTERN SECTION
DOI:
https://doi.org/10.46991/PYSU:C/2014.48.2.037Keywords:
deposit, bench, edge of the open-pit mine, assurance factor, simple shear, angle of hade, soil adhesion, internal friction angle, prism of failureAbstract
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
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Geology
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Copyright (c) 2014 Proceedings of the YSU
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