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Assessment and Prediction of Slope Stability in the Kentobe Open Pit Mine

  • Mineral Mining Technology
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Abstract

Slope stability is assessed in the Kentobe open pit barite mine located in the east of the Atasui ore province. The estimated characteristics of rock mass strength are evaluated using two techniques: by VNIMI procedure and in RockLab environment. Slope stability assessment involved a computer program developed at the Karaganda State Technical University. For the calculation, in the mine layout, such details as inhomogeneity of pitwall rock mass, depth of mining, presence of weakening surfaces, etc. were specified. The calculations showed that the preset slopes of benches, safety berms and pit walls failed to ensure stability. The stability of slopes to be preserved requires flattening of the overall angle to 34° in the south-west pit wall and to 31° in the north-east pit wall. The stability factors in this case will be 1.24 and 1.21, respectively.

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References

  1. Methodicheskie ukazaniya po opredeleniyu uglov naklona bortov, otkosov ustupov i otvalov stroyashchikhsya i ekspluatiruemykh kar’erof (Methodical Guides on Determination of Slopes for Pitwalls, Benches and Dumps in Open Pit Mines under Construction and Operation), Leningrad: VNIMI, 1972.

    Google Scholar 

  2. Vremennye metodicheske ukazaniya po upravleniyu ustoichivost’yu bortov kar’erov tsvetnoi metallurgii (Temporal Methodical Guides on Pitwall Stability Control in the Nonferrous Metallurgy, Moscow: Giproruda, 1989.

    Google Scholar 

  3. Methodicheskie ukazaniya po nablyudeniiyam za deformatsiyami bortov, otkosov ustupov i otvalov na kar’erakh i rzarabotke meropriyatii po obespechenyu ikh ustoichivosti (Methodical Guides on Deformation Control in Pitwalls and Dumps and on Slope Stability Measures), Approved by the Committee on Government Control over Emergences and Production Safety, order no. 39 dated Sep 22, 2008.

    Google Scholar 

  4. Fisenko, G. L., Ustoichivost’ bortov kar’erov i otvalov (Slope Stability of Pits and Dumps), Moscow: Nedra, 1965.

    Google Scholar 

  5. Baklashov, I. V., Deformirovanie i razrushenie porodnykh massivov (Deformation and Failure of Rock Masses), Moscow: Nedra, 1988.

    Google Scholar 

  6. Popov, I. I., Okatov, R. P., and Nizametdinov, F. K., Mekhanika skal’nykh massivov i ustoichivost’ kar’ernykh otkosov (Rock Mechanics and Pitwall Slope Stability), Alma-Ata, 1986.

    Google Scholar 

  7. Chanyshev, A. I., Constitutive Dependences for Rocks in the Pre- and Post-Limit Deformation Stages, J. Min. Sci., 2002, vol. 38, no. 5, pp. 434–439.

    Article  Google Scholar 

  8. Hoek, E. and Diederichs, M. S., Empirical Estimation of Rock Mass Modulus, Int. J. of Rock Mech. and Min. Sci., 2006, vol. 43,no. 2, pp. 203–215.

    Article  Google Scholar 

  9. Hoek, E., Carranza-Torres, C., and Corkum, B., Hoek–Brown Failure Criterion, Proc. NARMS, 2002, vol. 1, pp. 267–273.

    Google Scholar 

  10. Hoek, E., Practical Rock Engineering—An Ongoing Set of Notes, Available at: https://doi.org/www.rocscience.com/assets/resources/learning/hoek/Practical-Rock-Engineering-Full-Text.pdf.

  11. Dolgonosov, V. N., Shpakov, P. S., Nizametdinov, F. K., Ozhigin, S. G., Ozhigina, S. B., and Starostina, O. V., Analiticheskie sposoby rascheta ustoichivosti kar’ernykh otkosov (Analytical Methods of Stable Slope Design in Open Pit Mines), Karaganda: Sonata-Poligrfiya, 2009.

    Google Scholar 

  12. Ozhigin, S. G., Ozhigina, S. B., Shpakov, P. S., Nizametdiinov, F. K., et. al., Computer Program State Registration Certificate no. 126 dated Jan 26, 2015.

    Google Scholar 

  13. Galust’yan, E. L., Geomekhanika otkrytykh gornykh rabot (Geomechanics of Open Pit Mining), Moscow: Nedra, 1992.

    Google Scholar 

  14. Demin, A. M., Ustoichivost’ otkrytykh gornykh vyrabotok i otvalov (Stability of Open Pits and Dumps), Moscow: Nedra, 1973.

    Google Scholar 

  15. Popov, I. I. and Okatov, R. P., Bor’ba s opolznyami na kar’erakh (Combating Landslides in Open Pit Mines), Moscow: Neda, 1980.

    Google Scholar 

  16. Kurlenya, M. V., Baryshnikov, V. D., and Gakhova, L. N., Experimental and Analytical Method for Assessing Stability of Stopes, J. Min. Sci., 2012, vol. 48, no. 4, pp. 609–615.

    Article  Google Scholar 

  17. Bagdasar’yan, A. G. and Sytenkov, V. N., Change in the Pitwall Stability with Depth, J. Min, Sci., 2014, vol. 50, no. 1, pp. 65–68.

    Google Scholar 

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Correspondence to O. G. Besimbaeva.

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Original Russian Text © EO.G. Besimbaeva, E.N. Khmyrova, F.K. Nizametdinov, E.A. Oleinikova, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2018, No. 6, pp. 120–126.

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Besimbaeva, O.G., Khmyrova, E.N., Nizametdinov, F.K. et al. Assessment and Prediction of Slope Stability in the Kentobe Open Pit Mine. J Min Sci 54, 988–994 (2018). https://doi.org/10.1134/S1062739118065143

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  • DOI: https://doi.org/10.1134/S1062739118065143

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