Журналы →  Gornyi Zhurnal →  2024 →  №1 →  Назад

GENERAL ISSUES OF GEOMECHANICS
Название Estimation of stress–strain behavior in surrounding rock mass around deep underground openings using a set of instrumental and numerical methods
DOI 10.17580/gzh.2024.01.04
Автор Semenova I. E., Konstantinov K. N., Kulkova M. S.
Информация об авторе

Mining Institute, Kola Science Center, Apatity, Russia

I. E. Semenova, Head of Geomechanics Department, Candidate of Engineering Sciences
K. N. Konstantinov, Researcher, k.konstantinov@ksc.ru
M. S. Kulkova, Researcher

Реферат

The paper considers the results of determining the damage zone parameters in exploration openings on levels of -1650 m and -1750 m in Skalisty Mine of Nornickel using in-situ and numerical methods. The instrumental studies by ultrasonic and rheometric methods have allowed estimating the depth of the damage zone and the behavior of the elastic wave velocities in surrounding rock mass around the underground openings. It is found that the velocity field distribution around the openings is quite uniform, i.e. it has no pronounced anisotropy, which can be reflective of the predominance of any component of the stress field. Therefore, the natural stress state of the test rock mass most probably belongs to the hydrostatic type. The absence of typical systematic failures in the roof or side walls of the openings also confirms the hypothesis about the gravitational–tectonic type of the stress field in the area of the test underground openings. Using the finite element method, the rock mass stress state in the area of the test openings was modeled. The zones where the maximum stresses could reach the values sufficient for the rock pressure manifestation in adjacent rock mass around the test openings were determined. The size of such zones are comparable to the thickness of the damage zone identified using the instrumental methods in adjacent rock mass. The comprehensive analysis of the study results by in-situ and numerical methods has allowed determining the type of the stress field in the area of the test underground openings. The geomechanical situation during heading and the efficiency of the mine support system in the test deep underground openings was assessed.
The authors express their gratitude to Doctor of Engineering Sciences A. A. Kozyrev, Candidate of Engineering Sciences A. V. Zemtsovsky and to the specialists from Nornickel and KANEX for the methodical supervision, organization and promotion of the research.

Ключевые слова Stress–strain behavior, ultrasonic method, rheometric method, numerical modeling, damage zone, fracturing, stress field, mine support system, deep underground openings, underground mining
Библиографический список

1. Lukichev S. V., Onuprienko V. S., Semenova I. E., Belogorodtsev O. V. Increasing production capacity of an underground mine at deep levels. Gornyi Zhurnal. 2019. No. 10. pp. 85–88.
2. Xie Heping, Li Cunbao, Gao Mingzhong, Zhang Ru, Gao Feng et al. Conceptualization and preliminary research on deep in situ rock mechanics. Chinese Journal of Rock Mechanics and Engineering. 2021. Vol. 40, Iss. 2. pp. 217–232.
3. Zuev B. Yu., Zubov V. P., Fedorov A. S. Application prospects for models of equivalent materials in studies of geomechanical processes in underground mining of solid minerals. Eurasian Mining. 2019. No. 1. pp. 8–12.
4. Jian Zhou, Yulin Zhang, Chuanqi Li, Haini He, Xibing Li. Rockburst prediction and prevention in underground space excavation. Underground Space. 2024. Vol. 14. pp. 70–98.
5. Balandin V. V., Erlykov G. P., Simonin P. V., Konshin D. Yu. Oktyabrsky Mine—The largest unit of the Polar Division of the Norilsk Nickel Mining and Metallurgical Company. Gornyi Zhurnal. 2019. No. 11. pp. 5–10.
6. Orlov A.O., Smirnov Yu. G. Complex control system for parameters of a shotcrete support at the deep levels. GIAB. 2015. No. 3. pp. 207–211.
7. Guidelines on safe mining under conditions of rockburst hazard (Oleny Ruchei deposit). Apatity, 2015.
8. Guidelines on safe mining at rockburst-hazardous deposits (Khibiny apatite–nepheline deposits). Apatity, 2016. 112 p.
9. Kapitonov A. M., Vasilev V. G. Physical properties of rocks in the west of Siberian Platform. Moscow–Krasnoyarsk : Infra-M, SFU, 2018. 423 p.
10. Sonnov M. A., Trofimov A. V., Rumyantsev A. E., Shpilev S. V. Application of numerical and block geomechanical modeling to determine parameters of large-section chambers. Gornaya promyshlnnost. 2021. No. 2. pp. 127–131.
11. Semenova I. E., Kulkova M. S. The stress distribution around the mining excavations under different tectonic loads. IOP Conference Series: Earth and Environmental Science. 2021. Vol. 833. 012127.
12. Sonnov M. A., Kotikov D. A., Kuranov A. D. Application of CAE Fidesys in the solution of geomechanical tasks. Gornaya promyshlnnost. 2018. No. 5. pp. 90–92.
13. Sonnov M. A., Rumyantsev A. E., Trofimov A. V., Vilchitskiy V. B., Kirkin A. P. et al. Selection of the location for ore pass construction on the basis of finiteaelement modeling with the use of CAE Fidesys software suite. Gornaya promyshlnnost. 2019. No. 1. pp. 56–59.
14. Kasparyan E. E., Kuznetsov N. N., Shokov A. N., Pak A. K. Dynamic failure conditions in strong rock masses. GIAB. 2020. No. 4. pp. 69–84.
15. Panteleev A. V., Kasparyan E. V., Semenova I. E. Visual observation procedure for underground mine openings in rockburst-hazardous conditions. Apatity : Izdatelstvo KNTs RAN, 2020. 68 p.
16. Baklashov I. V. Deformation and Fracture of Rock Masses. Moscow : Nedra, 1988. 270 p.
17. Kasparyan E. V., Kozyrev A. A., Iofis M. A., Makarov A. B., Kulikova E. Yu. Geomechanics : Tutorial. Murmansk : MGTU, 2016. Vol. 2. 2016. 320 p.

Language of full-text русский
Полный текст статьи Получить
Назад