摘要:针对深部软岩巷道围岩的非对称变形破坏问题,通过现场调查研究,分析了巷道非对称变形破坏的原因,提出对薄弱部位采用加强支护的非对称耦合控制对策。巷道围岩变形和锚索承载力监测结果表明,使用50~70 d后围岩的变形趋于稳定,顶板下沉量约为20 mm,两帮移近量小于80 mm。与全断面高强支护相比,非对称支护大大节约了支护成本,取得了良好的效果。%To counter the asymmetric deformation damage of surrounding rock in deep soft rock roadway, this paper analyzed the mechanism of asymmetric deformation of the roadway through field investigation and research, and put forward the asymmetric coupling control countermeasures by strengthening support for its weak parts. The monitoring of the surrounding rock deformation and cable anchor. bearing capacity showed that the surrounding rock deformation tended to a stable state after 50 to 70d, its roof convergence was about 20mm and the shift amount of its two sides was less than 80mm. The application of the asymmetric support can greatly save the supporting cost as compared to the full-section high-strength support, good effect was thus achieved.