沈家祠堂滑坡稳定性分析

Stability Analysis of the Landslide in Shengjiacitang

结合三峡工程库区移民迁建新址沈家祠堂滑坡基本特征及建设用地状况，对滑坡稳定性进行了宏观的分析与正反演分析计算，提出了滑坡治理方案，为防治设计提供了地质依据。

Combined with the basic characteristic of the landslide in Shengjiacitang, a new site for the migrant in the Three Gorges reservoir region, and the situation of the construction land, stability of the landslide is micro-analyzed and both pesitively and negatively calculated. The plan to treat the landslide is suggested, which provides a geological basis to preventive treatment design.