Calculation of Earth-Rock Dam Seepage Based on Boundary Element Method with the Infinitely Deep Permeable Foundation

Author:

Chen Liang Liang1,Ma Liang1,Liu Feng1

Affiliation:

1. Xinjiang Agricultural University

Abstract

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.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Ministry of Water Resources. Roller compacted earth dam design specifications (SL-274). Beijing: China Water Power Press, (2001).

2. Mao Chang-xi: seepage calculation analysis and control. Beijing: China Water Power Press,. (1991).

3. Zhang You-tian, Wang Lei, Chen Ping: the boundary element method and its application in engineering Beijing: China Water Power Press, (1989).

4. Yuan Ying , Ke-Bin Shi. Infinitely deep permeable foundation embankment dams covered and the length of the dam foundation seepage. Hydroelectric, 2007 (1).

5. Chen, Liang-Liang, Li Yong, Shi Ke-bin Shi: infinitely deep pervious foundation, embankment dam seepage calculation method of. Yellow River . 2008 (7).

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