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长江三峡黄腊石滑坡稳走性评价
引用本文:包惠明. 长江三峡黄腊石滑坡稳走性评价[J]. 桂林工学院学报, 1993, 0(3)
作者姓名:包惠明
作者单位:桂林冶金地质学院水文地质及工程地质系
摘    要:利用破坏概率和稳定系数相结合评价黄腊石滑坡的稳定性,结果表明:黄腊石滑坡目前具有低稳定系数,高破坏概率。三峡水库蓄水后黄腊石滑坡有失稳滑动的可能。

关 键 词:工程地质  稳定系数  破坏概率  滑坡  变形体  长江三峡

STABILITY EVALUATION OF THE HUANGLASHI LANDSLIDE IN YANGTSE RIVER THREE-GORGE
Bao Huiming. STABILITY EVALUATION OF THE HUANGLASHI LANDSLIDE IN YANGTSE RIVER THREE-GORGE[J]. Journal of Guilin University of Technology, 1993, 0(3)
Authors:Bao Huiming
Abstract:According to the stability factor and failure probability to evaluate the Huanglashi landslide, it is indicated that the stability factor of Huanglashi landslide is low and the fai lure probability is high. Huanglashi landslide has possibilities of a loss of stability after wa ter stored in Three-Gorge reservoir.
Keywords:Stability factor  failure probability  landslide  deformation mass  Three-Gorge project  Yangtse River  
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