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Protection of underground hydraulic structures during blasting

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. É. A. Freiberg, “Placing quarry walls in a limit position by means of smooth blasting,” Gorn. Zh., No. 5 (1971).

  2. Ya. I. Tseitlin and I. A. Ershov, “Reduction of the seismic effect of a blast during short-delay blasting,” Tr. Inst. Fiz. Zemli, No. 21 (1962).

  3. L. Obert, “Latest developments in the Bureau of Mines research,” Pit and Quarry, No. 7 (1966).

  4. A. B. Fadeev and É. A. Freiberg, “Seismic effect of massive explosions in short-delay blasting,” Tr. VNIMI, No. 72 (1969).

  5. Technical Regulations for Conducting Blasting Operations in Power Construction [in Russian], MEiE SSSR, Energiya, Moscow (1972).

  6. Methodological Instructions on Ensuring Slope Stability and Seismic Safety of Buildings and Structures when Conducting Blasting Operations in Quarries [in Russian], VNIMI, Leningrad (1977).

  7. V. N. Mosinets, The Breaking and Seismic Action of a Blast in Rocks [in Russian], Nedra, Moscow (1976).

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  8. P. S. Mironov, Blasts and the Seismic Safety of Structures [in Russian], Nedra, Moscow (1973).

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  9. L. V. Safonov and G. V. Kuznetsov, Seismic Effect of the Detonation of Hole Charges [in Russian], Nauka, Moscow (1967).

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  10. S. Chae Jong, “Design of excavation blasts to prevent damage,” Civ. Eng. (USA),48, No. 4 (1978).

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Authors
  1. É. A. Freiberg
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 30–32, May, 1983.

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Freiberg, É.A. Protection of underground hydraulic structures during blasting. Hydrotechnical Construction 17, 242–246 (1983). https://doi.org/10.1007/BF01429040

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  • DOI: https://doi.org/10.1007/BF01429040

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