Abstract
The article presents the results of studies of the geomechanical state of the rock mass for the design of underground mining operations. The method of investigation is the method of spectral seismic profiling (SSP), which is based on the acoustic properties of an array of rocks. The purpose of the research is to predict the degree of structural disturbance of the rock mass of rocks and its geomechanical condition for choosing the locations of mine workings and the method of their penetration. The result of the research are spectral seismic sections that allow us to assess the degree of disturbance of the rock mass and predict its behavior in various types of tunneling operations.
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