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Determination of the long-term stability of the slope of the Zagorsk pumped-storage station

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The predicted character of development of landslide movements permits saying that the slope is in a state of long-term creep and is extremely sensitive in the initial operating period to the character of technogenic effects.

  2. 2.

    Long-term stability of the slope is provided only in the case of implementing the complete system of landslide-control measures.

  3. 3.

    For monitoring the dynamics of the landslide process, it is necessary to continue instrumental observations during the entire operating period.

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Literature cited

  1. G. S. Zolotarev, “Engineering-geological problems of construction of pumped-storage stations,” Tr. Gidroproekta, No. 82 (1982).

  2. V. N. Vorob'ev, “Calculation of landslide movements of slopes as the bases of the penstocks of pumped-storage stations,” in: Transactions of the Sixth All-Union Symposium on Soil Rheology [in Russian], Riga (1989).

  3. Yu. K. Zaretskii and V. N. Vorob'ev, “Determination of the long-term stability of the rates of movements on landslide slopes,” in: Transactions of the Sixth All-Union Symposium on Soil Rheology [in Russian], Riga (1989).

  4. Yu. K. Zaretskii, Lectures on Modern Soil Mechanics [in Russian], RGU, Rostov-on-Don (1989).

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  5. V. M. Kirillov and L. V. Kirillova, “Long-term strength of soils and slope stability,” in: Soil Mechanics, Bases, and Foundations [in Russian], LISI, Leningrad (1980).

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  6. L. Shackley, Rheological Problems of Soil Mechanics [Russian translation], Stroiizdat, Moscow (1976).

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  7. Yu. K. Zaretskii and S. S. Vyalov, “Problems of structural mechanics of clay soils,” Osn., Fundam. Mekh.-Gruntov, No. 3 (1971).

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Authors
  1. Yu. K. Zaretskii
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  2. V. N. Vorob'ev
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 35–39, January, 1991.

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Zaretskii, Y.K., Vorob'ev, V.N. Determination of the long-term stability of the slope of the Zagorsk pumped-storage station. Hydrotechnical Construction 25, 30–36 (1991). https://doi.org/10.1007/BF01428134

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  • DOI: https://doi.org/10.1007/BF01428134

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