References
V. I. Bryzgalov, et al., “Experience in grouting leaking cracks in the upstream face of the Sayano-Shushenskoe hydrostation,”Gidrotekh. Stroit., No. 2 (1998).
V. I. Bryzgalov, N. A. Vul'fovich, and A. I. Efimenko, “Condition of the foundation of the Sayano-Shushenskoe hydrostation dam under the first columns,”Gidrotekh. Stroit., No. 8 (1997).
Sayano-Shushenskoe Hydrostation: Detail Design, Substantiation of Strength and Stability of Main Structures [in Russian], Lengidroproekt, Leningrad, Vol. 3, Pr. 3, No. 1054-14 (1970).
Treatise on Dams. Chapter 10. Arch Dams, US Dept. of Interior, Bureau of Reclamation, Denver, Colorado (1958).
Theory of Arch dams, Pergamon Press (1965).
M. M. Grishin and N. P. Rozanov (editors),Concrete Dams on Rock Foundations [in Russian], Stroiizdat, Moscow (1975).
Transactions of Gidroproekt [in Russian], Moscow, No. 22 (1973).
S. S. Antonov, L. E. Kogan, and D. P. Levenikh, “Investigations of a dam providing start-up of a hydrostation in phases,” in:Research for the Sayano-Shushenskoe Hydrostation [in Russian], Énergiya, Leningrad (1978).
O. Zienkiewicz,Finite-Element Method in Engineering [Russian translation], Mir, Moscow (1979).
Development of Methods and Determination of the Three-Dimensional Stress state of the Sayan Gravity-Arch Dam by the Finite-Element Method [in Russian], NIS Gidroproekta, Moscow, No. 1047-34-71t (1974).
Calculation of the Three-Dimensional Stress State of the Sayan Gravity-Arch dam with Consideration of Opening of the Contact Joint and Water Pressure on the Canyon Walls [in Russian], NIS Gidroproekta, Moscow, No. 1047-34-105t (1975).
Sayano-Shushenskoe Hydrostation. Start-up Complex [in Russian], Lengidroproekt, Leningrad, No. 1047-1-18t (1975).
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 12–18, September, 1998.
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Bryzgalov, V.I., Gordon, L.A. Refinement of the design models for evaluating the stress state of the Sayano-Shushenskoe hydrostation dam with consideration of the data of on-site observations. Hydrotechnical Construction 32, 486–493 (1998). https://doi.org/10.1007/BF02443663
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DOI: https://doi.org/10.1007/BF02443663