Determination of the Stability of pit slope of the Opencast Coal Mines Workings by Underground Mining
DOI:
https://doi.org/10.18311/jmmf/2023/33713Keywords:
Opencast mining, Development, Numerical Modelling, Coal mining, Pit SlopeAbstract
Long back, underground mining was continued in the shallow depth. Huge quantities of coal were lost due to the improper method and unavailability of the types of machinery. The technological evaluation is again a big change with a higher stripping ratio, and opencast mining has played a significant role in the coal extraction in the greater depth. The pillar left in the shallow depth underground mining again has been taken out by opencast mining. This paper examines the effect of developed underground workings on the stability of the opencast slope. It compares the various parameters like critical Strength Reduction Factor (SRF), total displacement and maximum shear strain. The study shows that the safety of the slope made on standing pillars/developed galleries is less than a slope made on virgin strata. Hence, the mining engineers need to account for the reduction in factor of safety and plan the slope angle accordingly. Every parameter, such as overall slope angle, depth of underground workings, internal angle of friction, the width of gallery and pillars of underground workings,have a significant role in determining the factor of safety. In a parametric study, the critically dependent parameter is examined with regression analysis to calculate the safety factor in such cases. This paper may help to decide the bench height and slope angle in the opencast mining.
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References
Chen, B. (2017). Finite element strength reduction analysis on slope stability based on ANSYS. Environmental and Earth Sciences Research Journal, 4(3), 60–65. https://doi.org/10.18280/eesrj.040302
Fawaz, A. (2014). Slope Stability Analysis Using Numerical Modelling. American Journal of Civil Engineering, 2(3), 60. https://doi.org/10.11648/ j.ajce.20140203.11
Fawaz, A., Farah, E., &Hagechehade, F. (2014). Slope Stability Analysis Using Numerical Modelling. Http:// Www.Sciencepublishinggroup.Com, 2(3), 60. https:// doi.org/10.11648/J.AJCE.20140203.11
Griffiths, D. v., & Lane, P. A. (2001). Slope stability analysis by finite elements. Géotechnique, 51(7), 653– 654. https://doi.org/10.1680/geot.51.7.653.51390
Griffiths, D.V. and Lane, P.A. (1999). “Slope stability analysis by finite elements.” Géotechnique, 49(3), 387- 403.
Hammah, R. E., Curran, J. H., & Yacoub, T. (2004). Stability Analysis of Rock Slopes using the Finite Element Method.
Ho, I. H. (2014): Parametric studies of slope stability analyses using three-dimensional finite element technique: Geometric effect. Journal of GeEngineering, 9(1), 33–43. https://doi.org/10.6310/JOG.2014.9(1).4
Islavath S R, Deb DebasisD. Stability analysis of underground stope pillars using three-dimensional numerical modelling techniques. Int. J. Mining and Mineral Engineering. 2018:9(3):198-215.
Matsui, T. and San, K.C. (1992). “Finite element slope stability analysis by shear strength reduction technique.” Soils and Foundations, 32(1), 59-70.
Ngwenyama, P. L., & de Graaf, W. W. (2021). Risks and challenges affecting opencast pillar mining in previously mined underground bord and pillar workings. The Journal of the Southern African Institute of Mining and Metallurgy, 121. https:// doi.org/10.17159/2411
Nian, T.K., Huang, R.Q., Wan, S.S., and Chen, G.Q. (2012). “Three-dimensional strength-reduction finite element analysis of slopes: Geometric effects.” Canadian Geotechnical Journal, 49(5), 574-588.
Pal Roy, P., Sawmliana, C., Prakash, A., & Singh, R. K. (2020). Safe exploitation of developed pillars of a coal seam above fire affected areas–a case study. Mining Technology: Transactions of the Institute of Mining and Metallurgy, 129(4), 206–216. https://doi.org/ 10.1080/25726668.2020.1834972
Rocscience Inc. (2004). Application of the Finite Element Method to Slope Stability. Rocscience.
Saha, S. (n.d.). Indian Geotechnical Conference-2010.
Satyanarayana, I., Budi, G., & Murmu, S. (n.d.). Stability analysis of a deep highwall slope using numerical modelling and statistical approach-a case study. https://doi.org/10.1007/s12517-021-06476-x/Published
Stianson, J.R., Fredlund, D.G., and Chan, D. (2011). “Three-dimensional slope stability based on stresses from a stress deformation analysis.” Canadian Geotechnical Journal, 48.
Zhang. Y., Chen, G., Zheng, L., Li, Y., and Zhuang, X. (2013). “Effects of geometries on three-dimensional slope stability.” Canadian Geotechnical Journal, 50, 233-249.
Zienkiewicz, O.C., Humpheson, C., and Lewis, R.W. (1975) “Associated and non-associated viscoplasticity and plasticity in soil mechanics.” Géotechnique, 25(4), 671-689.