Seepage Analysis of Plane Finite Element on Clay Core Dam of Laojunshan

Hong Hai Zhang; Chun Yan Wang; Ai Min Gong

doi:10.4028/www.scientific.net/AMR.838-841.1637

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Seepage Analysis of Plane Finite Element on Clay...

Seepage Analysis of Plane Finite Element on Clay Core Dam of Laojunshan

Abstract:

Through calculation of the seepage finite element, the result shows that the anti-seepage effect of clay core and grouting curtain is obvious. The phreatic line of dam conforms to the general law, and seepage stability of the dam meets the requirements. The sensitivity analysis of the different curtain depth indicate that there is a inflexion on the relation curve of seepage discharge and curtain depth, and to deepen continually the curtain have less effect on the dam seepage discharge when the curtain more than 50m.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1637-1640

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1637

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Online since:

November 2013

Authors:

Hong Hai Zhang, Chun Yan Wang, Ai Min Gong

Keywords:

Clay Core Dam, Finite Element Method (FEM), Seepage Analysis, Sensitivity Analysis

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References

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