THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING

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Abstract

Questions of the mechanics of rock massif with use resulting in destroyed rocks structures with dynamically occurring in the underground workings of the processes are considered. The ability of natural and technologically disturbed species to maintain stable structure during the interaction in the array is gravity-tectonic-structural field is investigated. The model definition elements of the control array is given. It is shown that the rock supporting structure within the covered portions of the crust allows the use of a minimized the cost of labor and materials and construction elements of underground Geotechnology

About the authors

VLADIMIR IVANOVICH GOLIK

ФГБОУ ВПО «Северо-Кавказский государственный технологический университет», Россия

Author for correspondence.
Email: v.i.golik@mail.ru

DSc, Professor, Member of Russian Academy of Natural Sciences, North-Caucasian State Technological University, 44, Str. Nikolaev, Vladikavkaz, 362021, Russia

362021, г. Владикавказ, ул. Николаева, 44

YURIY IVANOVICH RAZORENOV

Геофизический институт - филиал ФГБУН ФНЦ «Владикавказский научный центр РАН»

Email: v.i.golik@mail.ru

DSc, Professor, Rector, North-Caucasian State Technological University, 44, Str. Nikolaev, Vladikavkaz, 362021, Russia

Россия, 362002, г. Владикавказ, ул. Маркова, 93а

VASILIY IVANOVICH LYASHENKO

Министерство топлива и энергетики Украины, Украина

Email: inform@iptzw.dp.ua

Phd, Ministry of Fuel and Power of Ukraine, 37, Str. Petrovskiy, Zheltie Vody, 52204, Ukraine

52204, Украина, г. Желтые Воды, ул. Петровского, 37

References

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Copyright (c) 2017 GOLIK V.I., RAZORENOV Y.I., LYASHENKO V.I.

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