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Strength of clay soils of the cheboksarsk hes foundation

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. S. S. Vyalov and N. K. Pekarskaya, “Prolonged soil strength,” in: Transactions of Coordinating Conferences on Hydrotechnics [in Russian], No. 38, Izd. Énergiya (1968).

  2. G. M. Lomize, A. L. Kryzhanovskii, and É. I. Vorontsov, “Conditions of limited equilibrium of clay and sandy soils,” Gidrotekh. Stroitel., No. 2 (1969).

  3. Yu. N. Rabotnov, Creep of Structural Elements [in Russian], Izd. Nauka (1966).

  4. M. V. Malyshev and É. D. Fradis, “Strength conditions of sandy soils,” in: Materials of the Third Budapest Conference on Soil Mechanics and Foundation Building [in Russian], Budapest (1968).

  5. G. M. Lomize, I. N. Ivashchenko, E. A. Isakhanov, and M. N. Zakharov, “Deformability, strength, and creep of clayey-soil core walls of high dams,” Gidrotekh. Stroitel'., No. 11 (1970).

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Authors
  1. G. M. Lomize
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  2. A. A. Muzafarov
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 12–17, December, 1971.

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Lomize, G.M., Muzafarov, A.A. Strength of clay soils of the cheboksarsk hes foundation. Hydrotechnical Construction 5, 1110–1116 (1971). https://doi.org/10.1007/BF02403546

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  • DOI: https://doi.org/10.1007/BF02403546

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