根据某逆倾岩质边坡的基本特征和工程地质条件,运用Goodman-Bray稳定性分析法初步确定边坡倾倒推力,提出以锚桩为主的综合治理方案,设计了加固参数。采用数值模拟方法验证了加固方案的有效性。 According to the basic features and engineering geological conditions of a reverse slope rock slope, the slope thrust was determined by the Goodman-Bray stability analysis method. The comprehensive treatment scheme based on anchor pile was proposed and the reinforcement parameters were designed. Numerical simulation is used to verify the effectiveness of the reinforcement scheme.