山西某滑坡稳定性分析  

Analysis on the landslide stability in Shanxi

作　　者：张振山 毛新虎[2] 

机构地区：[1]山西省第二地质工程勘察院,山西侯马043007 [2]山西省交通科学研究院,山西太原030006

出　　处：《山西建筑》2013年第33期56-58,共3页Shanxi Architecture

摘　　要：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.

关 键 词：滑坡 稳定性计算 蠕滑变形 

分 类 号：TU413.62[建筑科学—岩土工程]