| 溪洛渡水电站干海子滑坡稳定性分析 |
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| 引用本文： | 邹国庆,张绍成.溪洛渡水电站干海子滑坡稳定性分析[J].四川地质学报,2011(3):347-352. |
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| 作者姓名： | 邹国庆 张绍成 |
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| 作者单位： | 中国水电顾问集团成都勘测设计研究院; |
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| 摘 要： | 该滑坡距坝约13.4km,为巨型基岩滑坡,天然状态下,滑坡存在局部变形破坏迹象.通过对滑坡的基本地质条件、变形破坏特征阐述,根据勘探试验成果,采用宏观评价、有限元分析、刚体极限平衡法等对滑坡稳定性进行了初步的综合评价,并提出处理意见.
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| 关 键 词： | 滑坡 稳定性 弹塑性有限元分析 溪洛渡水电站 |
On Stability of the Ganhaizi Landslide of the Xiluodu Hydropower Station |
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| ZOU Guo-qing ZHANG Shao-cheng.On Stability of the Ganhaizi Landslide of the Xiluodu Hydropower Station[J].Acta Geologica Sichuan,2011(3):347-352. |
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| Authors: | ZOU Guo-qing ZHANG Shao-cheng |
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| Institution: | ZOU Guo-qing ZHANG Shao-cheng(Chengdu Survey and Design Institute,CHECC,Chengdu 610072) |
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| Abstract: | The Ganhaizi Landslide is a giant bedrock landslide.It is about 13.4 km from the dam site of the Xiluodu Hydropower Station.This paper asseses its stability and puts forward some control measures based on geologicl conditions and deformation characetristics as well as experimental rsults by means of finite element analysis and rigid-body limit equilibrium method. |
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| Keywords: | landslide stability finite element analysis Xiluodu Hydropower Station |
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