Журналы →  Eurasian mining →  2024 →  №1 →  Назад

PHYSICS OF ROCKS AND PROCESSES
Название Numerical stress–strain modeling of honeycomb mine structures with vertical stopes of cylindrical form
DOI 10.17580/em.2024.01.09
Автор Kosyreva М. А., Eremenko V. А.
Информация об авторе

College of Mining, National University of Science and Technology – MISIS, Moscow, Russia

Kosyreva М. А., Post-Graduate Student
Eremenko V. А., Professor, Doctor of Engineering Sciences, prof.eremenko@gmail.com

Реферат

The article describes the numerical modeling results of the stress–strain behavior of a room-andpillar stoping system in honeycomb mine design including rib pillars with their angles cut off by vertical cylindrical stopes. The factors of safety are calculated for the pillars and enclosing rock mass with the excessive stresses and displacement in rock mass. The authors present a selected variant of the numerical stress–strain modeling of rib pillar with angles cut off by vertical stopes of cylindrical form in case of cellular arrangement of the stopes for the conditions of mining at the depths of 400 and 1000 m. The numerical calculation of the critical depths for using honeycomb mine structures is presented as a case-study of geological and geotechnical conditions of the Ilets rock salt deposit. The patterns of destructive loads are obtained in numerical models at different ratios of minimal widths of pillars and diameters of stopes.

Ключевые слова Turner–Shevyakov hypothesis, numerical modeling, rib pillar, pillars with angles cut off by vertical stopes of cylindrical form, honeycomb mine structure, factor of safety, excessive stress, rock mass displacement, rock salt deposit
Библиографический список

1. Galchenko Yu. P., Eremenko V. A. Natural–technical systems of underground or mining using convergent technologies. Monograph. 2nd edition, extended and amended. Zakharov V. N. (Ed.). Moscow : Gornaya kngia, 2023. 288 p.
2. Eremenko V. A., Vinnikov V. A., Pugach A. S., Kosyreva M. A. Substantiation of rib pillar sizes for rock salt mining in vertical cylindrical stopes arranged at the nodes of regular triangular pattern. Eurasian Mining. 2023. No. 2. pp. 56–62.
3. Eremenko V. A., Vinnikov V. A., Pugach A. S., Kosyreva M. A. Substantiation of rib pillar sizes for rock salt mining in vertical cylindrical stopes. Gornyi Zhurnal. 2024. No. 1. pp. 29–38.
4. Sidorov D. V., Ponomarenko T. V. Estimation methodology for geodynamic behavior of nature-and-technology systems in implementation of mineral mining projects. Gornyi Zhurnal. 2020. No. 1. pp. 49–52.
5. Trubetskoy K. N., Galchenko Yu. P. Nature-like geotechnology for integrated subsoil use : Problems and prospects. Moscow : Nauchtekhlitizdat, 2020. 368 p.
6. Trubetskoy K. N., Galchenko Yu. P. Geoecology of subsoil use and eco-geotechnology of mineral mining. Moscow : Nauchtekhlitizdat, 2015. 360 p.
7. Shadrin M. A., Sidorov D. V., Kornaushenko A. P., Mulev S. N. Modern geomechanical assessment of influence of rockbursts in tectonic areas on mine stability in the North Urals Bauxite Mine. Gornyi Zhurnal. 2022. No. 1. pp. 4–11.
8. Dzens-Litovskiy A. I. Geological and hydrogeological observation procedure for rock salt mines. Leningrad, 1945. 171 p.
9. Dzens-Litovskiy A. I., Karegunova G. V., Orlyankin O. M., Mazherova E. I. The Ilets rock salt deposit and its hydrogeology. Orenburg, 1939. 358 p.
10. Shevyakov L. D. Calculation of strong dimension and deformation of support pillar. Moscow : AN SSSR, 1941, No. 7–9.
11. Shevyakov L. D. Mineral mining. Moscow : Ugletekhizdat, 1953.
12. Borsch-Komponiets V. I. Practical geomechanics of rocks. Moscow : Gornaya kniga, 2013. 322 p.
13. Gulevich G. E. Rational arrangement and optimal sizes of support pillars in room-and-pillar mining. Moscow : OBNTI Giprotsvetmet, 1958.
14. Eremenko V. A., Kosyreva M. A., Vysotin N. G., Khazhy-ylai Ch. V. Geomechanical justification of room-and-pillar dimensions for rock salt and polymineral salt mining. Gornyi Zhurnal. 2021. No. 1. pp. 37–43.
15. Eremenko V. A., Myaskov A. V., Galchenko Yu. P., Romero Barrenechea Moisés Esau, Substantiation of convergent technology parameters for Ilets rock salt deposit. Journal of Fundamental and Applied Problems of Mining Science. 2018. Vol. 5. pp. 37–48.
16. Protosenia A. G., Verbilo P. E. Strength assessment of blocky massif with a method of numerical simulation. Minerals and mining engineering. 2016. No. 4. pp. 47–54.
17. Zhengzheng Xie, Nong Zhang, Xiaowei Feng, Dongxu Liang, Qun Wei. et al. Investigation on the evolution and control of surrounding rock fracture under different supporting conditions in deep roadway during excavation period. International Journal of Rock Mechanics and Mining Sciences. 2019. Vol. 123. ID 104122.
18. Islavath S. R., Deb D., Kumar H. Development of a roof-to-floor convergence index for longwall face using combined finite element modelling and statistical approach. International Journal of Rock Mechanics and Mining Sciences. 2020. Vol. 127. pp. 204–221.
19. Fei Wu, Hao Zhang, Quanle Zou. et al. Viscoelastic-plastic damage creep model for salt rock based on fractional derivative theory. Mechanics of Materials. 2020. Vol. 150. pp. 1–14. ID 103600.
20. Jianqiang Deng, Yaoru Liu, Qiang Yang. et al. A viscoelastic, viscoplastic, and viscodamage constitutive model of salt rock for underground energy storage cavern. Computers and Geotechnics. 2019. Vol. 119. ID 103288.
21. Huang Xiao Lan, Chao Yu. Studies of hard interlayer’s influence on the creep deformation of salt rock cavity. Advanced Materials Research. 2012. Vol. 594–597. pp. 452–455.

Полный текст статьи Numerical stress–strain modeling of honeycomb mine structures with vertical stopes of cylindrical form
Назад