山西某滑坡稳定性分析

Analysis on the landslide stability in Shanxi

根据山西某滑坡的边界条件、形态特征、结构特征和变形趋势,指出该滑坡处于蠕滑变形拉裂阶段,变形破坏形式为滑坡体沿底部基岩产生蠕滑,并通过对滑坡变形的宏观分析、变形监测,以及稳定性的计算与分析,得出了一些有益的结论。

According to the boundary conditions, morphological characteristics, structural features and deformation tendency of the landslide in Shanxi province, the paper points out that the landslide lies in creep deformation cracking phase and creeping occurs along the bottom of the land-slide. Through carrying out macro-analysis on the landslide deformation, deformation monitoring and stability calculation and analysis, it finally draws some beneficial conclusions.