通过对层状岩体顺层滑动边坡破坏机制、破坏模式的研究,提出实际工程治理中最适宜采用的治理方法是使用锚杆进行加固,并提出最优锚固角及锚杆加固的受力分析,希望能为该类型边坡的防治工作提供有意义的理论依据及实际指导作用。 Based on the research on the failure mechanism and failure mode of sliding slope along stratified rock mass, it is put forward that the most suitable treatment method in actual project management is to reinforce with anchor rod and put forward the optimal anchorage angle and the force of bolt reinforcement Analysis, hoping to provide a meaningful theoretical basis and practical guidance for the prevention and control of this type of slope.