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The relation between jointing and deformability in the ledge-rock base of the Krasnoyarsk hydroelectric power station

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. N. Kh. Vitkina, “Interrelation between the deformation of metamorphic rocks and their degree of fracturing in rock foundations under an arch dam,” Gidrotekh. Stroitel', No. 3 (1972).

  2. A. M. Gureev, “Principles of engineering-geological regionalization of ledge rock masses at the sites of high dams,” in: Problems of Engineering Geology and Soil Science [in Russian], No. 2, Moscow State University (1968).

  3. L. K. Domanskii, “Allowing for jointing and stratification of a ledge-rock foundation in the planning of the Krasnoyarsk hydroelectric power station concrete dam,” in: Ledge-Rock Bases of Hydrotechnical Constructions [in Russian], Leningrad (1967).

  4. B. D. Zelenskii, “An analytical method of estimating the deformation properties of ledge rock masses,” Gidrotekh. Stroitel'., No. 11 (1969).

  5. M. P. Leonov, Engineering-Geological Conditions of the Krasnoyarsk Hydroelectric Power Station Dam: Conference on the Construction of High Concrete Dams on Ledge-Rock Foundations [in Russian], GPKÉiÉ SSSR (1964).

  6. M. P. Leonov, O. S. Mazurov, and I. A. Pirogov, “The Krasnoyarsk dam on the Yenisei,” in: Geology and Dams [in Russian], Vol. 5, Chap. 11, Énergiya, Moscow (1967).

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Authors
  1. M. P. Leonov
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 17–19, April, 1974

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Leonov, M.P. The relation between jointing and deformability in the ledge-rock base of the Krasnoyarsk hydroelectric power station. Hydrotechnical Construction 8, 311–314 (1974). https://doi.org/10.1007/BF02406936

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  • DOI: https://doi.org/10.1007/BF02406936

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