Herein there are the results of a tool and visual assessment of condition of excavations, border massif of rocks and anchor support elements influenced by flooding and further drainage, seismic and shock waves dynamic loading and high temperature short-pulse. The extent and term of the mine being under flooded condition has been determined. The results of the durability tests of anchoring rods of various profiles are given for the roofs and sides of the mine working. It has been figured out that distribution of probability of the hardening force of the anchors in blast-holes in the roof of the mine working meets the normal law of distribution. There are analyzed results of radar shooting of the roof taken by georadar OKO-2's. It has been figured out that the height of rock breaking of the roof of the mine working changes 0.2 to 2.25 m; comparison to the theoretical height of the roof arch has been made. The assessment of tendency of the coal massif to water saturation has been made, the height of water saturation of the roof rocks has been determined. It has turned out that that the height of moistening depends on the arch stability of rocks formed during the time of test. It has been determined that water saturation of the rocks leads to decrease in specific cohesion of the fastening structure of chemical ampoules with shot walls. Ascertain the values of seismic waves speed propagation from blasting, oscillation speed, displacements and relative deformations of rock massif.

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The results of instrumental and visual assessment of near-rock massif and anchor support elements state in the conditions of long-term maintenance of mine workings has been presented. Particular attention is paid to underground mines in a flooded state. The result of various profiles fixing bolts strength tests of in the roof and sides of the workings has been presented. It has been established that the probability distribution of the anchoring bolts force in the holes in roof of the workings obeys the normal distribution tendency. The result of a radar survey of roof rocks using the Georadar OKO-2 has been analyzed. It was revealed that the height of the stratification of rocks in the mine workings roof varies from 0.2 m to 2.25 m, a comparison is made with the theoretical height of the collapse arch. The propensity of the near rock massif to water saturation has been estimated, the height of the water saturation of the roof rocks has been established. It has been established that the height of moisture depends on the arch of rock stability formed during the survey period. It has been found that water saturation of the rocks leads to a decrease in the specific cohesion of the resin capsules bonding composition with the walls of the hole by 55-67% in roof and by 72% in walls of mine workings.

The article describes the causes of occurrence and forms of geomechanical processes manifestation in surrounding coal-rock massif of mine workings supported by anchor support. Based on long-term field observations, six forms of typical deformations of the surrounding massif have been established. Design solutions to strengthen the anchor support or complete reinforcement of damaged sections of mine workings during geomechanical processes of local felling have been developed. They include: installation scheme, substantiation of parameters and list of used reinforcement elements; technology of work, a list of equipment used.