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Construction of dams by caving

  • Organization and Technology of Construction
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. F. Korchevskii, M. F. Burshtein, and G. N. Petrov, “Improvement of the efficiency of hydropower construction exemplified by the blast-field dams of the Kambarata hydrostations,” Gidrotekh. Stroit., No. 10 (1987).

  2. A. E. Sheidegger, Physical Aspects of Natural Disasters [in Russian], Nedra, Moscow (1981).

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  3. S. S. Grigoryan, “New friction law and mechanism of large-scale rock falls and slides,” Dokl. Akad. Nauk SSSR,244, No. 4 (1979).

  4. S. S. Grigoryan, N. N. Nilov, and A. V. Ostroumov, “Mathematical modeling of large rock falls and slides,” Inzh. Geol., No. 6 (1983).

  5. N. V. Dmitriev, M. B. Étkin, and V. N. Vasil'chenko, “Large-scale experimental explosion on the Uch-Terek River,” Gidrotekh. Stroit., No. 5 (1990).

  6. V. F. Korchevskii, L. P. Mogil'nikov, and G. N. Petrov, “Formation of the profile of blast-filled dams,” Énerg. Stroit., No. 2 (1989).

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Authors
  1. V. F. Korchevskii
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  2. M. Kh. Muratova
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 6–11, March, 1991.

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Korchevskii, V.F., Muratova, M.K. Construction of dams by caving. Hydrotechnical Construction 25, 107–113 (1991). https://doi.org/10.1007/BF01423971

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  • DOI: https://doi.org/10.1007/BF01423971

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