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A model guidance on ground support for underground mines on the basis of quantitative stability assessment

The article offers a brief description of the developed model guidance on ground support for permanent, development and preparatory roadways and stopes in underground metallic and nonmetallic mines, except for coal and salt mines, with regard to geological and geotechnical conditions, origin and composition of minerals, and mining conditions, on the basis of quantitative assessment of excavation stability. The sequence of compilation of the document is described as a setting of sections qualified to ensure safety and efficiency of mining operations through the forecast reduction of accident rate. Stability of underground excavations is assessed both conventionally and using a new method of stability assessment to be coordinated with the 2025 draft code of Federal Regulations for Stability Control of Underground Openings in Metallic and Nonmetallic Mineral Mining. It is recommended that the model guidance on ground support for underground mines covers the following aspects: range of application; basic concepts and definitions; basic provisions on methods of ground support type selection and design; analysis of geological conditions of roadheading and substantiation of cross-section configuration of roadways; selection of ground support type and design; specification and determination of the selected and additional parameters of mine support systems; ground support for mine junctions; ground support in special situations; assessment of failure probability in mines; reference list; table of contents and an authentication sheet.

Keywords: guidance on ground support for underground mines, underground opening, support, stability category, rock mass quality, index R_m.
For citation:

Trofimov A. V., Rumyantsev A. E., Sergunin M. P., Eremenko V. A., Kosyreva M. A. A model guidance on ground support for underground mines on the basis of quantitative stability assessment. MIAB. Mining Inf. Anal. Bull. 2025;(12):70-90. [In Russ]. DOI: 10.25018/0236_1493_2025_12_0_70.

Acknowledgements:
Issue number: 12
Year: 2025
Page number: 70-90
ISBN: 0236-1493
UDK: 622.831; 622,2; 622.235
DOI: 10.25018/0236_1493_2025_12_0_70
Article receipt date: 23.06.2025
Date of review receipt: 10.09.2025
Date of the editorial board′s decision on the article′s publishing: 10.11.2025
About authors:

A.V. Trofimov1, Cand. Sci. (Eng.), Director of Science and Technology Development Department, e-mail: TrofimovAV@nornik.ru,
A.E. Rumyantsev1, Cand. Sci. (Eng.), Head of Geotechnique Laboratory, e-mail: Rumyantsevae@nornik.ru,
M.P. Sergunin1, Chief Specialist of Geotechnique Laboratory, e-mail: SerguninMP@nornik.ru,
V.A. Eremenko, Dr. Sci. (Eng.), Professor of the Russian Academy of Sciences, Director of Research Center for Applied Geomechanics and Convergent Technologies in Mining, Professor at Department of Physical Processes in Mining and Geocontrol, NUST MISIS’ College of Mining, e-mail: prof.eremenko@gmail.com,
M.A. Kosyreva, Cand. Sci. (Eng.), Project Engineer at Research Center for Applied Geomechanics and Convergent Technologies in Mining, Associate Professor at Department of Physical Processes in Mining and Geocontrol, NUST MISIS’ College of Mining, e-mail: marinkosyreva@gmail.com,
1 Gipronickel Institute, Saint-Petersburg, Russia,
2 NUST MISIS’ College of Mining, 119049, Moscow, Russia.

 

For contacts:

V.A. Eremenko, e-mail: prof.eremenko@gmail.com.

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