本研究在论述了西马峪滑坡侵蚀体的形成、岩土体特征、滑坡滑动和变形破坏特征的基础上,首先定性分析、定量计算评价了西马峪滑坡侵蚀的稳定性,结果表明,两马峪滑坡侵蚀体处于临界一不稳定状态,最后对西马峪滑坡侵蚀体潜在侵蚀量进行了评估,提出了应当采取工程治理措施,防止滑坡侵蚀灾害进一步加剧,制止水土流失的发生。 Based on the discussion of the formation of the Ximayu landslide erosion body, the characteristics of the rock and soil body, the characteristics of the landslide sliding and the deformation and failure, firstly, the stability of the Ximayu landslide erosion is qualitatively and quantitatively evaluated. The results show that the two Finally, the potential erosions of Ximayou landslide erosion were assessed, and the engineering measures should be taken to prevent landslide erosion further aggravate and stop the occurrence of water and soil loss.