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论述了杨山末站滑坡的形成条件、形成机理和滑体的工程地质特征．该滑体内存在着两个潜在的滑动破坏面。通过稳定性的定量计算与定性分析可知，坡体上的大裂缝与地下水变动带在开挖坡脚处剪出联合组成的滑面稳定性最差，此滑坡将来的滑动破坏剪出口将在开挖坡脚附近产生．根据滑坡体的特征，提出了场地的合理利用方案与整治措施．
Discusses the formation conditions, formation mechanism and engineering geological features of the landslide at the end of Yangshan Station. There are two potential sliding failure surfaces in the sliding body. Through the quantitative calculation and qualitative analysis of stability, it is found that the slip surface composed of the joint of large cracks and groundwater variation zone on the slope of the slope is the worst, and the sliding outlet of this slide will open in the future Slash near the foot. According to the characteristics of landslide body, put forward the rational use of the site and remediation measures.