Safety estimation of deep sliding stability of no.3 dam foundation of left powerhouse of Three Georges Project based on 3D FEM

被引：0
|
作者：
Ren, JX [1 ]
机构：
[1] Xian Univ Sci & Technol, Dept Civil Engn, Xian 710054, Shaanxi, Peoples R China
来源：
PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A AND B | 2004年 / 4卷
关键词：
3D real attitude; nonlinear; safety factor; deep sliding stability;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
3D-FEM computation model included in the real attitude and distribution of large structures and faults in the No.3 dam foundation of Three Georges Project is created. The deep sliding stability of above dam foundations has been studied. A rational and applied evaluative method of safety factor of dam foundation is presented. The safety factor of sliding stability based on the concept of strength repertory of No.3 dam foundation is given.
引用
收藏
页码：1763 / 1768
页数：6
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