Abstract: This paper presents the case history of a landslide evaluation and mitigation results of Shahushan in Gulou District of Xuzhou City. Factors and conditions that cause the slope failure are evaluated. The slope stability was analyzed under both normal and longterm precipitation conditions by finite element method using FLAC3D. The displacement and stress distributions in the slope were presented. The results indicate that the slope was stable under the normal conditions, however, due to the presence of weak zones, the slope might be failed under the longterm precipitation condition. The mitigation measures are suggested based on the analytical results.

Key words: Landslide, Stability Evaluation, Numerical Simulation, Mitigation Measures