Calculation of earth-rock dam seepage based on boundary element method with the infinitely deep permeable foundation

被引：1
|
作者：
Chen, Liang-Liang [1 ]
Ma, Liang [1 ]
Liu, Feng [1 ]
机构：
[1] Xinjiang Agr Univ, Sch Water Resources & Civil Engn, Urumqi 830052, Peoples R China
来源：
ADVANCES IN HYDROLOGY AND HYDRAULIC ENGINEERING, PTS 1 AND 2 | 2012年 / 212-213卷
关键词：
infinite deep permeable soil; earth-rock dam; seepage; boundary element method;
D O I：
10.4028/www.scientific.net/AMM.212-213.241
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The seepage analysis is an important part of the earth-rock dam design, it is often calculated by using finite element method. In the infinitely deep permeable foundation construction of the dam, foundation deep permeable layer, preferably using the boundary element method to calculate. In this paper, the boundary element method is used to establish the construction of earth-rock dams in the blanket impervious seepage calculation model in the infinitely deep permeable foundation, and verify the feasibility of the model and provide reference for designers.
引用
收藏
页码：241 / 244
页数：4
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