小浪底库区1^#滑坡体稳定性分析及变形监测  

Stability Analysis and Deformation Monitor of Landslide No.1 in Xiaolangdi Reservoir

作　　者：李明俊[1] 齐三红[1] 郭卫新[1] 石守亮[1] 

机构地区：[1]黄委会勘测规划设计研究院地质总队,河南郑州450003

出　　处：《黄河水利职业技术学院学报》2000年第3期1-3,共3页Journal of Yellow River Conservancy Technical Institute

摘　　要：小浪底库区 1 # 滑坡体由于其体积大 ,稳定性差 ,对整个水利枢纽的正常运行影响较大 ,因此其稳定及变形监测显得十分重要。文章对该滑坡体的变形破坏特征及成因机制进行了阐述 ,对其稳定性进行了定性和定量的评价 ,通过对滑坡体的分析 。Effective operation of Xiaolangdi multipurpose project is greatly affected by the landslide No.1 on account of poor stability and gigantic volume of the landslide . So its stability and deformation monitor is extremely important. The paper studies the deformation characteristics and forming analysis of the landslide No.1 .The qualitative analysis and quantative estimation are introduced. The analysis and estimation of the landslide provides analysis basis for the deformation monitor.

关 键 词：小浪底 滑坡体 稳定性分析 变形监测 

分 类 号：TV697[水利工程—水利水电工程]