Название |
Efficiency evaluation of roof rock control in conveyor drift 555 in Chertinskaya-Koksovaya Mine |
Информация об авторе |
VNIMI’s Kemerovo Division, Kemerovo, Russia:
P. V. Grechishkin, Director, Candidate of Engineering Sciences E. A. Zelyaeva, Researcher, kf@vnimi.ru Ya. I. Zaitsev, Engineer
MMK-UGOL, Belovo, Russia:
V. N. Shcherbakov, Chief Engineer—Head of the Technical Department |
Реферат |
The depth of coal mining in Kuzbass reaches 600 m and more. The geological, geomechanical and gas-dynamic conditions of mining persistently complicate. In this respect, it is required to undertake additional geomechanical research of rock masses in order to select the most effective approach to ground control. Deeper level mining induces higher stresses in enclosing rocks and at the boundaries of roadways. This article describes the studies into the geomechanical processes outside and inside the zone of roof rock destressing in conveyor drift 555 in Chertinskaya-Koksovaya Mine, and the determined values of horizontal and vertical displacements in rocks. As the face of conveyor drift 555 was advanced, intense displacements took place in the roof, floor and sidewall rocks of the roadway, which greatly affected its operating conditions. The implemented work package included geomechanical and geophysical research, in situ measurements, adjustment of the behavior and structure of enclosing rocks, as well as development of roof control and validation of the selected parameters with due regard to the actual condition of rock mass, which enabled reduction in the adjacent rock mass movements, improved serviceability of roof support and preserved the roadway cross-section. The dipole electromagnetic sounding of the floor rocks susceptible to swelling determines the destressing depth; the product of the floor destress depth and the rock expansibility allows evaluating potential displacement of the floor rocks. The roof rock destressing made it possible to reduce displacements in the roof from 607 to 58–0 mm, which ensured maintenance-free support of the roadway. The studies proved the main roof rock destressing efficiency at the selected parameters, which ensured sufficient operating conditions in the drift for the whole service life. |
Библиографический список |
1. Cherdantsev N. V., Zykov V. S. The solution to a problem of in-seam working areas abutment pressure parameters determination based on the simulation experiment. Vestnik Nauchnogo tsentra VostNII po promyshlennoy i ekologicheskoy bezopasnosti. 2017. No. 3. pp. 16–30. 2. Cherdantsev N. V., Cherdantsev S. V. Development and implementation of a mathematical model of the geomechanical state coal rock mass, enclosing the coal seam and the mine working in it. Vychislitelnye tekhnologii. 2017. Vol. 22, No. 1. pp. 84–96. 3. Makarov P. V., Eremin M. O. Rock Mass as a Nonlinear Dynamic System. Mathematical Modeling of Stress-Strain State Evolution in the Rock Mass around a Mine Opening. Physical Mesomechanics. 2018. Vol. 21, No. 4. pp. 283–296. 4. Tao Wang, Wanrui Hu, Elsworth D., Wei Zhou, Weibo Zhou et al.The effect of natural fractures on hydraulic fracturing propagation in coal seams. Journal of Petroleum Science and Engineering. 2017. Vol. 150. pp. 180–190. 5. Seyed Hassan Fallahzadeh, Md Mofazzal Hossain, Cornwell A. J., Vamegh Rasouli. Near Wellbore Hydraulic Fracture Propagation from Perforations in Tight Rocks: The Roles of Fracturing Fluid Viscosity and Injection Rate. Energies. 2017. Vol. 10, Iss. 3. 359. DOI: 10.3390/en10030359 6. Shabarov A. N., Zuev B. Yu., Krotov N. V. Prospects of the physical model-based study of geomechanical processes. Geomechanics and Geodynamics of Rock Masses : Proceedings of the 2018 European Rock Mechanics Symposium. London : Taylor & Francis Group, 2018. Vol. 1. pp. 423–430. 7. Action plan on prediction and prevention of dynamics events in Chertinskaya-Koksovaya Mine for 2020 (rockburst prevention). Belovo, 2019. 33 p. 8. Extraction of reserves from Chertinskaya brachysyncline within the mining lease limits of Chertinskaya-Koksovaya Mine LLC: Project paperwork. Kemerovo : ОАО Kuzbassgiproshakht, 2015. 465 p. 9. Egorov P. V., Shtumpf G. G., Renev A. A., Shevelev Yu. A., Makhrakov I. V. et al. Geomechanics : tutorial. 2nd enlarged and revised edition. Kemerovo : KuzGTU, 2002. 332 p. 10. Yakovlev D. V., Lazarevich T. I. Guidelines on ground control rockburst prevention systems as components of multi-functional safety systems for coal mines. Saint-Petersburg, 2012. 82 p. 11. Grechishkin P. V., Kharchenko V. F., Rozonov E. Yu., Gornostaev V. S., Panin S. F. Improving the efficiency of assessing the condition of roofing rock formations using various methods in the conditions of the Chertinskaya-Koksovaya mine. Ugol. 2019. No. 10. pp. 42–46. 12. Venger V. G., Gornostaev V. S., Nogaev S. N., Panin S. F., Zelyaeva E. A. Assessment of structure and condition with different methods in the conditions of Chertinskaya-Koksovaya coal mine. Vestnik Nauchnogo tsentra VostNII po promyshlennoy i ekologicheskoy bezopasnosti. 2019. No. 1. pp. 43–52. 13. Chernyak I. L. Stability enhancement in development roadways. Moscow : Nedra, 1993. 256 p. 14. Manual on selecting methods and parameters for roof destressing in longwalls Leningrad, 1991. 102 p. 15. Klishin V. I., Zvorygin L. V., Lebedev A. V., Savchenko A. V. Safety and new technologies in underground coal mining. Novosibirsk : ID Novosibirskiy pisatel, 2011. 524 p. 16. Grechiskhin P. V., Rozonov E. Yu., Klishin V. I., Opruk G. Yu., Shcherbakov V. N. Roof management to increase the efficiency of maintaining workings guarded by malleable pillars. Ugol. 2019. No. 10. pp. 35–41. 17. Klishin V. I., Opruk G. Yu., Teleguz A. S., Chernousov P. A., Nikolaev A. V. Experience of directional hydraulic fracturing in roof rocks toward stability of roadways in Yesaul Mine. Naukoemkie tekhnologii razrabotki i ispolzovaniya mineralnykh resursov. 2017. No. 3. pp. 177–181. |