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

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Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 542-543)

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1061-1064

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Online since:

June 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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