This study aims to develop and improve the support technology for mine workings using combined supports and SZA friction anchors. The research focuses on the interaction between the rock mass and the support system, as well as optimizing support parameters based on the geomechanical characteristics of rocks with varying degrees of stability. Particular attention is given to rocks of stability categories II, III, IV, and V, which require specialized support methods. Categories II through V represent varying degrees of rock stability, with category I being the most stable and category V comprising the weakest, most failure-prone rocks. Consequently, category V rocks present the greatest challenge for stabilization during mining operations. In conditions of increased horizontal pressure, particularly in areas where stress is perpendicular to the strike of ore bodies, reinforced combined support systems are recommended. These systems, which integrate steel arches with rope anchors, have proven effective in deep mines, ensuring the stability of roofs and walls in difficult conditions [8; 9]. For tunneling in unstable, non-water-saturated soils, protective screens made of hollow pipes filled with concrete or reinforced concrete are recommended. These screens significantly enhance the strength and stability of tunnels, forming thin-walled spatial structures [10; 11]. The methodology of this study includes an analysis of existing support technologies, field experiments, and the development of geomechanical models of the stress-strain state of the \"enclosing rock-support structure\" system. Extensive geological data from Kazakhstan's mining sites were collected and analyzed to evaluate their impact on support technology selection. Particular attention was paid to the effectiveness of SZA friction anchors in combination with shotcrete for the support of weak rock formations. The scientific novelty of this study lies in identifying the significant impact of the rock category on changes in the stress-strain state of a rock mass. The study determined that the maximum compressive stresses in the roofs of the workings range from 40 to 42 MPa, while the stresses in the walls range from 27 to 30 MPa. It was also noted that weak and exceptionally weak rock formations exhibit a 5-10% increase in maximum compressive stresses compared to rock formations of categories I-IV. These findings enable more precise adjustments to support parameters in weakened rock conditions. An analysis of the existing studies, design solutions, and practical approaches to mine support reveals that the current regulatory framework offers a wide range of options for selecting materials and support methods. Modern technologies, such as fiber-reinforced concrete, shotcrete, and combined support systems, have been validated through industrial trials and are widely applied to enhance the safety and stability of mine workings in complex geological conditions [12; 13; 14; 15; 16]. The practical significance of this study lies in the development of recommendations for supporting rocks of stability categories II, III, IV, and V in mines. Based on the collected data and modeling results, it has been demonstrated that using a technology combining SZA friction anchors and shotcrete ensures stable mine workings. The results of this study can enhance both the safety and economic efficiency of mining operations, particularly in complex geological conditions. This study thus provides valuable recommendations for selecting and optimizing support technologies in weakened rock conditions, contributing to improved safety and efficiency in mining operations not only in Kazakhstan but also in other regions with similar geological challenges.