Abstract:Rockburst is a dynamic instability geological phenomenon that occurs in rock masses under high stress during underground engineering excavation. It is one of the most common major hazards in mining production, often causing significant casualties and substantial economic losses once it occurs. Evaluating the rockburst proneness of deep rock masses and conducting risk prediction for rockbursts can help mitigate the hazards caused by such events, providing a basis for engineering design and mining operations. To investigate the rockburst proneness characteristics of deep mines, this study takes the Linglong Gold Mine as the research background and employs the hollow inclusion stress relief method to measure the three-dimensional stress states at three different depth levels. Multiple criteria, including the rock strength brittleness coefficient method, impact energy index criterion, elastic energy index criterion, Russenses criterion, and Turchaninov criterion, were applied to analyze the rockburst proneness in deep mine tunnels. The results indicate that: All criteria consistently show that as depth increases, the rockburst intensity level rises. The strength brittleness coefficient criterion and elastic energy index criterion provide relatively accurate predictions of rockburst intensity levels. The mine begins to exhibit significant rockburst risks at depths exceeding 1000 meters, offering valuable theoretical references for on-site engineering practices.