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MODELING OF UNDERGROUND MINE WORKINGS IN CONSOLIDATING THE SOIL-ARRAY
- Authors: Velichko D.V1, Dronov A.N2, Tereshin A.A2
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Affiliations:
- Russian State Geological Prospecting University
- Peoples’ Friendship University of Russia
- Issue: Vol 18, No 1 (2017)
- Pages: 144-148
- Section: Innovative use of mineral resources
- URL: https://journals.rudn.ru/engineering-researches/article/view/16009
- DOI: https://doi.org/10.22363/2312-8143-2017-18-1-144-148
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Abstract
The article deals with the analysis of computer modeling of stability of underground workings in the ground array strengthen cement mixtures. Based criteria by which the results of the computer simulation, the optimum strength of reinforced soil-array. It is shown that this technology can be used to strengthen in the sinking of underground mine workings in the loose soil.
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About the authors
Dmitry V Velichko
Russian State Geological Prospecting University
Author for correspondence.
Email: dmitrii_velichko@mail.ru
Senior Lecturer, Department of Mining
Miklukho-Maklaya str., 23, Moscow, Russia, 117485Andrei N Dronov
Peoples’ Friendship University of Russia
Email: dronov_ann@rudn.university
Senior Lecturer, Department of Geology, Mining and Petroleum Engineering
Miklukho-Maklaya str., 6, Moscow, Russia, 117198Alexander A Tereshin
Peoples’ Friendship University of Russia
Email: tereshin_aa@pfur.ru
Ph.D., Associate Professor of the Department of Geology, Mining and Petroleum Engineering
Miklukho-Maklaya str., 6, Moscow, Russia, 117198References
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