A Study on Three-dimensional Seepage of Dam on the Deep Pervious Fracture Rock Foundation

被引：0
|
作者：
Mao Hai-tao [1 ]
Wang Xiao-ju [1 ]
机构：
[1] Chongqing Three Gorges Coll China, Civil Engn Inst, Chongqing 404100, Peoples R China
来源：
AUTOMATIC MANUFACTURING SYSTEMS II, PTS 1 AND 2 | 2012年 / 542-543卷
关键词：
fractures rock masses; seepage fields; depth foundation;
D O I：
10.4028/www.scientific.net/AMR.542-543.1061
中图分类号：
TP [自动化技术、计算机技术];
学科分类号：
0812 ;
摘要：
The theme of this paper concentrates on hydro- projects' seepage field in rocks, including the properties of the seepage which flow through both hole qualitative like rocks and fractured rocks. Present the finite element analyzing program which can solve the problem of three dimensional seepage field in hole qualitative rock medium. Apply the program some hydro-project, computed the seepage field in the dam foundation and dam abutments. Besides, further research is done on the decision of the model range limit. And the influence of the pariah shape.
引用
收藏
页码：1061 / 1064
页数：4
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