ABSTRACT Mine pressure bump can be effectively mitigated through drilling pressure relief, with the success of this method largely dependent on the selection of appropriate drilling parameters. This study investigates the pressure relief behaviour of rock masses subjected to various drilling parameters, accounting for lateral constraints and vertical stress, and employing independently designed drilling testing equipment. A combination of theoretical research, laboratory experiments and numerical simulations was employed to derive the findings. The results indicate that increases in borehole size and depth lead to a decrease in both the peak strength of the rock mass and the accumulated elastic strain energy prior to reaching peak stress. Furthermore, higher peak stresses are transmitted to deeper sections of the rock, thereby enhancing the overall pressure relief effect. Additionally, rock creep becomes more pronounced with greater pressure relief. The study also reveals that the degree of initial rock mass damage and the frequency of acoustic emission events increase with the efficiency of pressure relief. The findings suggest that an effective strategy to optimise borehole pressure relief involves first prioritising joint pressure relief through multiple boreholes, followed by the strategic expansion of borehole diameters, and ultimately, the increase in borehole depth.
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