依据古树包滑坡体的地质背景及工程地质特征，应用非线性有限元方法对古树包滑坡体的稳定现状进行了研究，对影响滑坡体稳定性的地下水与降雨等因素进行了敏感性分析，探讨了该滑坡体再次启动的条件，对其加固措施提出了建议，并为该滑坡体的防治工程提供了参考依据。

Based on the geological background and the site engineering geological characteristics of the Gushubao landslide of Qingjiang River,the nonlinear finite element method is applied to study the stability situation of the slope. The sensibility of influence of the underground water and rainfall on landslide stability is analyzed. The conditions of re - sliding of the Gushubao landslide are discussed. The basis on prevention and control works of the landslide is provided.