Study of Stability Against up-Sliding of High Arch Dam

被引：0
|
作者：
Xu, Fuwei [1 ]
Chen, Haiyu [1 ]
机构：
[1] Xiangfan Univ, Sch Civil Engn & Architecture, Xiangfan 441053, Hubei, Peoples R China
来源：
FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8 | 2011年 / 71-78卷
关键词：
high double curvature arch dam; high single curvature arch dam; stability against up-sliding; contact face; shear;
D O I：
10.4028/www.scientific.net/AMM.71-78.41
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Aimed at stability against up-sliding that the dam engineers have concerned closely, in this paper combining two models of arch darn, the analysis of 3-D finite element method has been carried out about shear of contact face between foundation and high arch dam, we concluded probability of stability against up-sliding along contact face between foundation and high double curvature arch darn was little, but the problem of stability against up-sliding at high single curvature arch darn was existed, so we should study its stability against up-sliding.
引用
收藏
页码：41 / 45
页数：5
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