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通过对15141上巷围岩变形破坏机制以及巷道围岩变化规律的研究可知,降低断层附近软弱结构面的剪切滑移破坏、提高关键部位的承载能力、实现支护结构均匀承载是保证断层附近巷道稳定的关键。
Through the study of the deformation and failure mechanism of the surrounding rock in laneway 15141 and the variation of the surrounding rock in the roadway, it is found that the shear-slip failure of the weak structure near the fault is reduced and the bearing capacity of the key parts is increased. The uniform bearing of the supporting structure is ensured near the fault Roadway stability is the key.