Email this article Analysis of Seepage Flow Structure in Clay-Cement Concrete Diaphragm of the Gotsatli HPP Earth Dam
- Authors: Sol’skii S.V.1, Lopatina M.G.1, Orishchuk R.N.1, Frolova L.A.1, Savel’eva Y.Y.1
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Affiliations:
- JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
- Issue: Vol 51, No 5 (2018)
- Pages: 501-506
- Section: Article
- URL: https://journal-vniispk.ru/1570-145X/article/view/245921
- DOI: https://doi.org/10.1007/s10749-018-0863-y
- ID: 245921
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Abstract
This article presents the results of numerical modeling of seepage in an earth dam with a clay-cement concrete diaphragm for assessing the seepage strength of soils in transition zones at the contact with the diaphragm in the case of the occurrence of a vertical or horizontal crack in its body.
About the authors
S. V. Sol’skii
JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
Author for correspondence.
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg
M. G. Lopatina
JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg
R. N. Orishchuk
JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg
L. A. Frolova
JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg
Yu. Yu. Savel’eva
JSC Vedeneev All-Russian Hydraulic Engineering Research Institute
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg
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