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Paper ID:IJSREM64444

Numerical Evaluation of Coal Bench Stability at Different Bench Heights Using FLAC3D: A Case Study of JK-5 opencast Mine, Telangana, India

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM64444

Volume:

10 |

6 |

Jun 2026

Pages:

1-18

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM64444

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

Venkateswarlu Kumba

Venkateswarlu Kumba

Geology

Sri Venkateswara University

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Abstract

This research investigates the stability of coal benches in the JK-5 Opencast Mine using FLAC3D numerical modeling. Bench heights of 10, 12, 15, 20 and 25 m were analyzed. Geological, geotechnical and operational data from the mine were incorporated into a three-dimensional model. The study evaluates stress distribution, displacement and factor of safety (FOS) for different bench geometries. Results indicate that increasing bench height increases deformation and decreases stability. The study provides recommendations for safe and economical bench design in opencast coal mines.This research investigates the stability of coal benches in the JK-5 Opencast Mine using FLAC3D numerical modeling. Bench heights of 10, 12, 15, 20 and 25 m were analyzed. Geological, geotechnical and operational data from the mine were incorporated into a three-dimensional model. The study evaluates stress distribution, displacement and factor of safety (FOS) for different bench geometries. Results indicate that increasing bench height increases deformation and decreases stability. The study provides recommendations for safe and economical bench design in opencast coal mines.This research investigates the stability of coal benches in the JK-5 Opencast Mine using FLAC3D numerical modeling. Bench heights of 10, 12, 15, 20 and 25 m were analyzed. Geological, geotechnical and operational data from the mine were incorporated into a three-dimensional model. The study evaluates stress distribution, displacement and factor of safety (FOS) for different bench geometries. Results indicate that increasing bench height increases deformation and decreases stability. The study provides recommendations for safe and economical bench design in opencast coal mines.

KEYWORDS

Coal Bench Stability FLAC3D Slope Stability Numerical Modeling Open Cast Mining Factor of Safety Geotechnical Engineering

Cite This Article

Venkateswarlu Kumba, "Numerical Evaluation of Coal Bench Stability at Different Bench Heights Using FLAC3D: A Case Study of JK-5 opencast Mine, Telangana, India," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 6, pp. 1-18, Jun 2026. https://doi.org/10.55041/IJSREM64444

Full Article/Conclusion

  1)                      Opencast mining is a cost-effective method that allows a high grade of mechanization and large production volumes. Mining depths in open pits have increased steadily during the last decade, which has increased the risk of large-scale stability problems. It is necessary to assess the different types of slope failure and take suitable, cost-effective measures to prevent, eliminate, and minimize risk. 2)                      The parametric study, which was carried out by varying the bench height, showed that with an increase in bench height, the factor of safety decreases. Moreover, the bench parameters are important factors affecting slope stability. With the increase in both parameters, the stability decreases. Conduct of slope stability assessment in Indian mines is mostly based on empirical and observational approaches; hence, the effort is made by statutory bodies to have more application of analytical, numerical modelling in this field to make slope assessment and design scientific. This will ensure that suitable corrective actions can be taken on time to minimize slope failures and the associated risks.

References

1.                Hoek, E., & Bray, J. W. (1981). Rock Slope Engineering (3rd ed.). Institution of Mining and Metallurgy. 2.      Brady, B. H. G., & Brown, E. T. (2006). Rock Mechanics for Underground Mining. Springer. 3.      Wyllie, D. C., & Mah, C. W. (2004). Rock Slope Engineering: Civil and Mining (4th ed.). CRC Press. 4.      Jaeger, J. C., Cook, N. G. W., & Zimmerman, R. W. (2007). Fundamentals of Rock Mechanics (4th ed.). Wiley-Blackwell. 5.      Palmström, A., & Broch, E. (2006). The Q-system for rock mass classification in tunnel design. Taylor & Francis. 6.      Alejano, L. R., & Ferrero, A. M. (2005). A brief review of some numerical models for rock slope stability analysis. Geotechnical and Geological Engineering, 23(4), 343–356. 7.      Singh, T. N., Kainthola, A., & Verma, D. (2012). Numerical modeling of bench slope stability using FLAC3D. International Journal of Earth Sciences and Engineering, 5(3), 528–533. 8.      Feng, Q., & Liu, Y. (2018). Stability analysis of open-pit mine slope using FLAC3D. IOP Conf. Series: Earth and Environmental Science, 170, 022046. 9.      Hustrulid, W., McCarter, M. K., & Van Zyl, D. (2001). Open Pit Mine Planning and Design. A.A. Balkema Publishers. 10.   Lorig, L. J., & Varona, P. (2000). Practical slope stability analysis using numerical methods. Slope Stability 2000.

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Publication Date

6/2/2026

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