
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
строительная геотехнология, конструкция, Механика, порода, управление массивом, Architectural engineering. Structural engineering of buildings, TH845-895, скальный массив
строительная геотехнология, конструкция, Механика, порода, управление массивом, Architectural engineering. Structural engineering of buildings, TH845-895, скальный массив
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