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Limiting stress of clay soils in cores of high-head dams and foundations of hydraulic structures

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. Yu. K. Zaretskii and S. S. Vyalov, “The structure mechanics of clay soils,” Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1971).

  2. A. A. Il'yushin, “A theory of limiting stress,” Mekhan. Tverd. Tela, No. 3 (1967).

  3. G. M. Lomize, “Strength and deformability of soils in cores of high-head dams and foundations of hydraulic structures,” Gidrotekh. Stroitel'., No. 8 (1973).

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

  5. G. M. Lomize and A. A. Muzafarov, Section II of paper “Deformability and strength of soils,” Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow (1973).

  6. G. M. Lomize and E. I. Sukhanov, “Limiting stressed state and failure of clays,” Gidrotekh. Stroitel'., No. 8 (1973).

  7. G. M. Lomize and V. G. Stolyarov, “Deformability and strength of clay soils in cores of high-head dams,” Gidrotekh. Stroitel'., No. 11 (1974).

  8. V. V. Moskvitin, Strength of Viscoelastic Materials [in Russian], Nauka, Moscow (1972).

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  9. V. Yu. Novikov, “Limiting stress of clay soils,” in: Investigation of Construction Materials and Elements [in Russian], Volgograd (1973).

  10. S. S. Vyalov, N. K. Pekarskaya, and R. V. Maksimyak, “Variation of strength properties during creep” [in Russian], Transactions of the Hungarian Academy of Sciences, Vol. 63 (1–4), Budapest (1968).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 17–23, April, 1975.

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Lomize, G.M., Muzafarov, A.A. & Novikov, V.Y. Limiting stress of clay soils in cores of high-head dams and foundations of hydraulic structures. Hydrotechnical Construction 9, 331–341 (1975). https://doi.org/10.1007/BF02382323

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  • DOI: https://doi.org/10.1007/BF02382323

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