Mining of Mineral Deposits

ISSN 2415-3443 (Online)

ISSN 2415-3435 (Print)

Flag Counter

Method for controlling the floor heave in mine roadways of underground coal mines

Ivan Sakhno1, Iaroslav Liashok1, Svitlana Sakhno1, Oleksandr Isaienkov1

1Donetsk National Technical University, Pokrovsk, Ukraine


Min. miner. depos. 2022, 16(4):1-10


https://doi.org/10.33271/mining16.04.001

Full text (PDF)


      ABSTRACT

      Purpose. The method development and research on controlling the floor heave of mine roadways located in the zone of increased stresses by local strengthening the rocks with mixtures expanding in the solid phase.

      Methods. The work uses the following research methods: analysis and generalization of previously performed research on the process of heaving the floor in mine roadways; full-scale mining studies, which include instrumental measurements at benchmark stations, rapid measurements, photo-fixation of floor rock cuts in the areas of dinting.

      Findings. It has been determined that the problem of heaving the floor is relevant for most of the temporary roadways located in the zones of increased stresses, for example, in the zone of longwall face impact, both Ukrainian and foreign coal mines. The conducted full-scale mining studies have revealed that the floor rocks in the zone of increased stresses are in a destroyed state and can be represented as a block-discrete medium. A method for controlling the floor heave in mine roadways has been developed, which is based on the formation of locally strengthened zones of a special shape in the mine roadway floor. The strengthening effect is achieved by consolidating the rocks due to their compression by mixtures expanding in the boreholes drilled into the floor of the mine roadway. The method parameters have been calculated which make it possible to set the necessary expansion pressures for the formation in the mine roadway floor of a stable strengthened zone of a specified shape. Studies on the formation of local strengthening of floor rocks with mixtures expanding in mine conditions substantiate the fundamental possibility of rock consolidation.

      Originality. The ideas about the consolidation of a block-discrete medium by compression and the formation of stable strengthened zones with mixtures expanding in the solid phase have been developed.

      Practical implications. A method for controlling the heaving of floor rocks and a methodology for determining the method parameters have been developed. The results obtained can be used to ensure the stability of mine roadways in zones of increased stresses.

      Keywords: mine, floor heave, mine roadway, zone of increased stresses, longwall face, rocks


      REFERENCES

  1. Chang, J.C., & Xie, G.X. (2011). Floor heave mechanism and over-excavation & grouting-backfilling technology in rock roadway of deep mine. Journal of Mining and Safety Engineering, 28(3), 361-369.
  2. Wang, J., Guo, Z., Yan, Y., Pang, J., & Zhao, S. (2012). Floor heave in the west wing track haulage roadway of the Tingnan coal mine: Mechanism and control. International Journal of Mining Science and Technology, 22(3), 295-299. https://doi.org/10.1016/j.ijmst.2012.04.002
  3. Wang, J., Lin, M., Tian, D., & Zhao, C. (2009). Deformation characteristics of surrounding rock of broken and soft rock roadway. Mining Science and Technology, 19(2), 205-209. https://doi.org/10.1016/s1674-5264(09)60039-9
  4. Sungsoon, M., Kudret, T., & Serkan, S. (2019). Management of floor heave at Bulga Underground Operations – A case study. International Journal of Mining Science and Technology, (29), 73-78. https://doi.org/10.1016/j.ijmst.2018.11.015
  5. Petlovanyi, M.V., Zubko, S.A., Popovych, V.V., & Sai, K.S. (2020). Physico-chemical mechanism of structure formation and strengthening in the backfill massif when filling under-ground cavities. Voprosy Khimii i Khimicheskoi Technologii, (6), 142-150. https://doi.org/10.32434/0321-4095-2020-133-6-142-150
  6. Petlovanyi, M., & Mamaikin, O. (2019). Assessment of an expediency of binder material mechanical activation in cemented rockfill. ARPN Journal of Engineering and Applied Sciences, 14(20), 3492-3503.
  7. Sakhno, I., Isayenkov, O., & Rodzin, S. (2017). Local reinforcing of footing supported in the destroyed rock massif. Mining of Mineral Deposits, 11(1), 9-16. https://doi.org/10.15407/mining11.01.009
  8. Wang, C., Wang, Y., & Lu, S. (2000). Deformational behaviour of roadways in soft rocks in underground coal mines and principles for stability control. International Journal of Rock Mechanics and Mining Sciences, (37), 937-946. https://doi.org/10.1016/S1365-1609(00)00026-5
  9. Wu, L., An, L., & Bai, Y. (2020). In-plane stability of steel circular closed supports with I-section of sinusoidal corrugated webs: Experimental and numerical study. Tunnelling and Underground Space Technology, 106(8), 103566. https://doi.org/10.1016/j.tust.2020.103566
  10. Chu, Z.F., Wu, Z.J., & Liu, B.G. (2019). Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects. Tunnelling and Underground Space Technology, 94(12), 103-111. https://doi.org/10.1016/j.tust.2019.103111
  11. Guo, Z.P., Du, Z.W., & Hu, S.C. (2017). Comprehensive treatment methods of floor heave disasters in mining areas of China. Geotechnical and Geological Engineering, 35(5), 2485-2495. https://doi.org/10.1007/s10706-017-0250-8
  12. Huang, A.J., Wang, D.Y., & Wang, Z.X. (2006). Rebound effects of running tunnels underneath an excavation. Tunnelling and Underground Space Technology, 21(3), 399-404. https://doi.org/10.1016/j.tust.2005.12.209
  13. Lai, X., Xu, H., Shan, P., Kang, Y., Wang, Z., & Wu, X. (2020). Research on mechanism and control of floor heave of mining-influenced roadway in top coal caving working face. Energies, (13), 381. https://doi.org/10.3390/en13020381
  14. Cao, R.H., Cao, P., & Lin, H. (2017). A kind of control technology for squeezing failure in deep roadways: A case study. Geomatics, Natural Hazards and Risk, 8(2), 1715-1729. https://doi.org/10.1080/19475705.2017.1385542
  15. Cao, R., Cao, P., & Lin, H. (2016). Support technology of deep roadway under high stress and its application. International Journal of Mining Science and Technology, 26(5), 787-793. https://doi.org/10.1016/j.ijmst.2016.05.046
  16. Tan, X., Chen, W., Liu, H., Hin, A., Chan, Ch., Tian, H., Meng, X., Wang, F., & Deng, X. (2017). A combined supporting system based on foamed concrete and U-shaped steel for underground coal mine roadways undergoing large deformations. Tunnelling and Underground Space Technology, (68), 196-210. https://doi.org/10.1016/j.tust.2017.05.023
  17. Shimada, H., Hamanaka, A., Sasaoka, T., & Matsui, K. (2014). Behaviour of grouting material used for floor reinforcement in underground mines. International Journal of Mining, Reclamation and Environment, 28(2), 133-148. https://doi.org/10.1080/17480930.2013.804257
  18. Zhu, C., Wang, Y., Chen, M., Chen, Z., & Wang, Hm. (2011). Mechanics model and numerical analysis of floor heave in soft rock roadway. Journal of Coal Science and Engineering, 17(4), 372-376. https://doi.org/10.1007/s12404-011-0402-z
  19. Guo, P., & Xin, Y. (2011). Parameters determination and bolting control of gateway floor. Journal of Coal Science and Engineering, 17(4), 388-392. https://doi.org/10.1007/s12404-011-0405-9
  20. Chang, Q., Zhou, H., Xie, Z., & Shen, S. (2013). Anchoring mechanism and application of hydraulic expansion bolts used in soft rock roadway floor heave control. International Journal of Mining Science and Technology, 23(3), 323-328. https://doi.org/10.1016/j.ijmst.2013.05.017
  21. Hou, C.J. (2017). Research on key technology of surr ound-ing rock control in deep roadway. Journal of China University of Mining and Technology, 46(05), 970-978. https://doi.org/10.1155/2020/8857873
  22. Yang, S., Chen, M., Jing, H., Chen, K., & Meng, B. (2017). A case study on large deformation failure mechanism of deep soft rock roadway in Xin’an coal mine, China. Engineering Geology, (217), 89-101. https://doi.org/10.1016/j.enggeo.2016.12.012
  23. Zheng, W.X., Zhao, Y.L., & Bu, Q.W. (2018). The coupled control of floor heave based on a composite structure consisting of bolts and concrete antiarches. Mathematical Problems in Engineering, (2018), 1-14. https://doi.org/10.1155/2018/3545423
  24. Liu, N., Zhang, N., Kan, J., & Han, C.-L. (2012). Anchoring-grouting integrated reinforcing method for roadway floors. Patent #102322273. Xuzhou, China: China University of Mining and Technology, 6 p.
  25. Qiao, C., Tian, H., Guo, X., & Chen, W. (2010). High ground stress soft rock stress-relief construction method. Patent #101644160, China.
  26. Sakhno, I.G., & Molodetsky, A.V. (2013). Laboratory studies of the dynamics of growth of self-expansion pressure of non-explosive destructive mixture in typical deformation modes. Ground Control in Mining, 1(22), 3-17.
  27. Sakhno, I.G. (2013). Study of the mechanism of the directed destruction of rock by non-explosive destroying mixtures. Visnyk Natsionalnoho Hirnychoho Universytetu, (6), 20-26.
  28. Лицензия Creative Commons