Abstract: This paper analyzed the mechanism of the landslide at Longtanqiao railway section in Zhangjaijie considering topographic condition, geological formation, the influence of groundwater, and human engineering activities. This paper presents the slope stability analyses using transfer coefficient method and the mitigation measures developed based on the slope stability analyses. This projectcan be used as references for similar projects in the future.  

Key words: Landslide, Formation Mechanism, Stability analysis, Mitigation Measures