MODELING OF UNDERGROUND MINE WORKINGS IN CONSOLIDATING THE SOIL-ARRAY

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.


Dmitry V Velichko

Principal contact for editorial correspondence.
dmitrii_velichko@mail.ru
Russian State Geological Prospecting University Miklukho-Maklaya str., 23, Moscow, Russia, 117485

Senior Lecturer, Department of Mining

Andrei N Dronov

dronov_ann@rudn.university
Peoples’ Friendship University of Russia Miklukho-Maklaya str., 6, Moscow, Russia, 117198

Senior Lecturer, Department of Geology, Mining and Petroleum Engineering

Alexander A Tereshin

tereshin_aa@pfur.ru
Peoples’ Friendship University of Russia Miklukho-Maklaya str., 6, Moscow, Russia, 117198

Ph.D., Associate Professor of the Department of Geology, Mining and Petroleum Engineering

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Copyright (c) 2017 Velichko D.V., Dronov A.N., Tereshin A.A.

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