REFERENCES
D. Mirtskulava and I. Noniev, “Behavior of the Inguri Dam during the first 10 years operation after the full filling of the reservoir,” in: Proceedings of the Workshop, Luxemburg (1998).
D. N. Shandalov, “The Chirkeiskaya HPP arch dam,” Trudy Gidroproekta, No. 34 (1973).
S. S. Antonov, B. N. Leont'ev, et al., “Stress-strain state of the Sayano-Shushenskaya HPP dam followed during erection, monolythic casting, and gradual reservoir filling,” in: Problems with the Sayano-Shushenskii Integrated Hydro Scheme and Ways Towards Their Solution [in Russian], Énergoatomizdat, Leningrad (1987).
V. A. Bulatov and E. Yu. Shakhmaeva, “Performance of the Sayano-Shushenskaya HPP dam under normal uplift level (NUL) conditions of the reservoir,” Girdotekh. Stroit., No. 4 (1994).
D. N. Shandalov, “The arch dam at the Miatlinskaya HPP,” Trudy Gidroproekta, No. 4 (1973).
A. I. Savich and B. D. Kuyundzhich (eds.), Comprehensive Engineering and Geophysical Analysis in the Erection of Hydraulic Structures [in Russian], Nedra, Moscow (1990).
V. M. Kutepov, “Analysis of the stress-strained state of metamorphic rocks in the Sayano-Shushenskaya HPP site,” Girdotekh. Stroit., No. 1 (1965).
É. K. Aleksandrovskaya, “An analysis of the conditions of the Sayano-Shushenskaya dam tested for the four-times repeated uplift of the forebay level (FBL) to the normal uplift level (NUL) mark,” Girdotekh. Stroit., No. 10 (1994).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Marchuk, A.N. Performance of the Bank Wings of Arch Dams. Power Technology and Engineering 36, 317–322 (2002). https://doi.org/10.1023/A:1023218422018
Issue Date:
DOI: https://doi.org/10.1023/A:1023218422018