摘要： 在右泄出口边坡处理中, 首次考虑了1 310 m 以上的边坡处理方法, 从工程地质条件原因, 对边坡的稳定性进行了系统的分析, 并结合徐村水电厂的实际情况, 提出了右泄出口边坡处理方法。

Abstract: Side slope treatment above 1 310mwas considered the first time in the treatment process. The paper analysed the side slope stability systematically through the factor of geologic condition. Combined with the factual situation, the treatment method was advanced.