马行东, 单志, 李扬. 2017: 唐央滑坡形成机制分析和稳定性评价. 工程地质学报, 25(s1): 274-278. DOI: 10.13544/j.cnki.jeg.2017.s1.044
    引用本文: 马行东, 单志, 李扬. 2017: 唐央滑坡形成机制分析和稳定性评价. 工程地质学报, 25(s1): 274-278. DOI: 10.13544/j.cnki.jeg.2017.s1.044
    MA Xingdong, SHAN Zhi, LI Yang. 2017: ANALYSIS OF FORMATION MECHANISM AND STABILITY EVALUA-TION OF THE TANGYANG LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 274-278. DOI: 10.13544/j.cnki.jeg.2017.s1.044
    Citation: MA Xingdong, SHAN Zhi, LI Yang. 2017: ANALYSIS OF FORMATION MECHANISM AND STABILITY EVALUA-TION OF THE TANGYANG LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 274-278. DOI: 10.13544/j.cnki.jeg.2017.s1.044

    唐央滑坡形成机制分析和稳定性评价

    ANALYSIS OF FORMATION MECHANISM AND STABILITY EVALUA-TION OF THE TANGYANG LANDSLIDE

    • 摘要: 唐央滑坡位于卡基娃水库库区的近坝库段,其规模巨大,对电站工程存在一定的影响。针对边坡地形地质条件,变形特征及形成机制原因的研究,根据访问资料、地震情况、暴雨情况、前缘高程、滑坡坡面现状5个因素对滑坡的现状进行评价,定性分析库区蓄水以后滑坡整体仍将处于稳定状态,不会出现高速整体下滑。又采用刚体极限平衡法和FLAC三维定量计算定量进行了复核,定性、定量评价基本一致。

       

      Abstract: The Tangyang landslide section close to the dam located in Kajiwa reservoir. Its huge scale, has a certain effect on power plant engineering. According to the research on the geological conditions, deformation characteristics and the formation mechanism of the slope, according to the data, earthquake, rainstorm, leading edge, landslide, the status of the landslide is evaluated by 5 factors. The rigid body limit equilibrium method and the FLAC3D quantitative calculation are carried out. The qualitative and quantitative evaluation are basically the same.

       

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