  Geomechanical monitoring of a rock massif is an actively developing branch of
geomechanics. It is almost impossible to single out a methodology and
approaches for data collection and analysis in developing seismic monitoring
systems. In the process of mining in rock massif, changes in the state of
structural inhomogeneities are most clearly manifested. Existing natural
structural inhomogeneities are revealed, there are movements in discontinuous
disturbances, and new technogenic disturbances are formed, which are
accompanied by a change in the natural stress state of various blocks of the
massif. An important task is to develop a mining forecasting model that can
take into account the structural heterogeneity of the rock massif and select
the necessary forecast horizon depending on monitoring data The developed
method of evaluating the results of monitoring geomechanical processes in the
rock massif allowed us to forecast of zones of possible rock bursts.
