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The article describes the results of the long term research by scientists of the Kazakh National Research Technical University (KazNRTU) for the study of geo-mechanical processes.The article shows that the problem of control of the geo-mechanical processes can be solved on the basis of the described procedure of the rock massif condition geo-monitoring, providing a comprehensive recognition and analysis all natural and man-made factors, as well as the use of the control means developed by the authors of this article.The characteristic features of the ore deposits used in the process of development of the geo-mechanical techniques have been analyzed.The necessity of use of the satellite geodetic methods, electronic total stations and laser scanning for open pit monitoring is detected and proved.For the installation of the high precision electronic and laser devices while geo-monitoring the ground surface, the authors have developed the permanent ground benchmark, which allows to provide the fast and accurate alignment and eliminate the use of tripods.Particular attention is drawn to the underground strain and fracture of rock mass.The experience of mining works detects the main cause of mass faulting is cleavage which is probabilistic in nature.In addition, the rock blasting operations conducted during execution of the intervening pillars (IVP) are sources of additional technological rocks fracturing, that also reduces the load bearing capacity and stability of the pillars and the roof.In order to successful address the problem of the, mass fracturing, firstly, the acoustic method is developed, which provides obtaining the rapid and reliable information of the stressed condition of pillars.Secondly, during the mining operations room-and-pillar system in the abandoned chambers, the increased front abutment pressure moves between support pillars or pairing mining which threatens a sudden roof collapse with attendant serious consequences.Therefore, to monitor the displacement of the roof rocks while conducting sewage treatment works, the method of distance determining of the mine roof displacement and IVP, enabling operational control of the underground workings stability and increase the safety of the mining operations.The basis of the method is to create means, allowing continuously record the roof displacement for the purpose of early warning of an impending roof collapse and take the necessary measures.Thirdly, as the ultimate goal for all geo-mechanical studies is to ensure the industrial safety, so in order to prevent further progressive pillar destruction, the hardening formula for fractured rock massifs is designed.The formula is intended for hardening of the fractured rocks in the pit and for strengthening of the broken intervening pillars and the arch pillars in the underground workings.The technical result-disposal of the mining waste.: tailings of the processing plants, achievement of the high yield of solution, the adhesion to the rocks and strength of the resulting composition.Ongoing monitoring of the massif fracturing condition and its strengthening may significantly prolong the pillars life, increase the stability of the waste area and thus ensure the safety and efficiency of mining operations.