该滑坡为土质小型滑坡,为治理滑坡提供依据,在讨论滑坡基本特征的基础上,采用极限平衡法计算滑坡稳定系数。计算结果表明自重条件下滑坡处于稳定状态;自重和暴雨条件下滑坡处于稳定、欠稳定和不稳定多种状态。 The landslide is a small soil-based landslide, which provides the basis for the landslide control. Based on the discussion of the basic characteristics of the landslide, the landslide stability coefficient is calculated by the limit equilibrium method. The calculation results show that the landslide is in a steady state under the self-contained condition, and the landslide is in a stable, unstable and unstable condition under the self-weight and heavy rain conditions.