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水布垭大岩淌滑坡及马岩湾滑坡极限平衡分析计算
引用本文:徐卫亚,齐志诚. 水布垭大岩淌滑坡及马岩湾滑坡极限平衡分析计算[J]. 勘察科学技术, 1996, 0(1): 3-7,20
作者姓名:徐卫亚  齐志诚
作者单位:葛洲坝水电工程学院!湖北宜昌443002
摘    要:文中介绍了滑坡极限平衡分析Janbu(杨布)法及非垂直条块划分法计算分析程序,进行了清江水布垭坝址区大岩淌滑坡及马岩湾滑坡的分析计算,所得成果可作为水布垭坝址比选阶段的参考.

关 键 词:滑坡  极限平衡分析  杨布法  非垂直条块划分法  水布垭坝址

LIMIT EQUILIBRIUM ANALYSIS COMPUTATION OF SHUIBUYA DAYANTANG LANDSLIDE AND MAYANWAN LANDSLIDE
Xu Weiya Qizhicheng. LIMIT EQUILIBRIUM ANALYSIS COMPUTATION OF SHUIBUYA DAYANTANG LANDSLIDE AND MAYANWAN LANDSLIDE[J]. Site Investigation Science and Technology, 1996, 0(1): 3-7,20
Authors:Xu Weiya Qizhicheng
Affiliation:Gezhouba Institute of Hydropower Engineering
Abstract:This paper introduces the limit equilibrium analysis Janbu method of landslide and the computation analysis programme of non -vertical slice division method. The analysis and computation of the Dayantang landslide and Mayanwan landslide at the Shuibuya dam site at Qingjiang county being performed. The results obtained can be used as references at the comparison and selection stage of the Shuibuya dam site.
Keywords:landslide  limit equilibrium analysis  Janbu method  non-vertical slice division method  Shuibuya dam site.  
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