Landslide stability for Shuitianba in the Three Gorges area

查看全文 作　　者：YANG Zhishuang XI Panpan JIN [1]Jianfu

机构地区：[1]College of Construction Engineering, Jilin University, Changchun 130012, China

出　　处：《Global Geology》索引2012年第15卷第3期,共4页

摘　　要：According to the data of preliminary survey, the authors established a landslide geological model,on the basis of analyses on the sensitivity of landslide, tried to simulate and calculate the landslide stability of Shuitianba with the method of transfer coefficient when it is under different strength parameters, and study the landslide mechanism. The results show that it is sensitive to the effects of shear strength parameters of sliding zone and groundwater level on landslide stability safety coefficient, which provides reliable basis for calculation of landslide stability. 关键词：滑坡稳定性三峡库区水田抗剪强度参数敏感性分析稳定安全系数地下水水位地质模型

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Landslide stability for Shuitianba in the Three Gorges area

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引证文献(6)

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