Literature cited
É. K. Aleksandrovskaya, “Static behavior of the Sayano-Shushenskoe dam at the last stages of filling the reservoir,” Gidrotekh. Stroit., No. 10 (1988).
A. I. Bugaev and D. M. Kokot, “Observations of horizontal displacements of the Sayano-Shushenskoe dam by the method of extended triangles,” Gidrotekh. Stroit., No. 7 (1982).
A. I. Efimenko and É. K. Aleksandrovskaya, “Monitoring the static behavior of the Sayano-Shushenskoe dam,” Tr. Gidroproekta, No. 102 (1985).
M. V. Ivanov, “Methods of determining movements of an arch dam and its abutments from geodetic measurement results,” in: Abstracts of Papers and Communications of the Ninth Conference of Surveyors of the All-Union Planning, Surveying, and Scientific-Research Institute (Gidroproekt) [in Russian], Gidroproekt, Moscow (1987).
A. A. Karlson and V. I. Kondrat'ev, “On-site observations at the Sayano-Shushenskoe hydroelectric station by geodetic method,” Gidrotekh. Stroit., No. 6 (1986).
A. A. Karlson and V. I. Kondrat'ev, “Determination of horizontal movements of the Sayano-Shushenskoe dam,” Geodez. Kartogr., No. 7 (1987).
A. A. Karlson and V. I. Kondrat'ev, “Method of determining settlements of the Sayano-Shushenskoe dam,” Geodez. Kartogr., No. 4 (1986).
A. N. Marchuk and M. A. Marchuk, “State of contact of concrete with rock under the upstream faces of dams,” Gidrotekh. Stroit., No. 6 (1989).
O. N. Nosova and O. G. Margolina, “Seepage regime in the foundation of the Sayano-Shushenskoe dam during staged filling of the reservoir,” Gidrotekh. Stroit., No. 8 (1990).
J. Leuenberger, “Felsferformungen unter Talsperren,” Wasser, Energie, Luft, No. 4, 62–64 (1981).
H. Ludescher, “A modern instrumentation for the surveillance of the stability of the Kölnbrein dam,” in: IV ICOLD, Q. 56, 797–812 (1985).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 36–40, January, 1992.
Rights and permissions
About this article
Cite this article
Karlson, A.A., Kondrat'ev, V.I. Deformations of the Sayano-Shushenskoe dam — Measurement results and problems. Hydrotechnical Construction 26, 51–57 (1992). https://doi.org/10.1007/BF01545349
Issue Date:
DOI: https://doi.org/10.1007/BF01545349