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Experimental check of the effectiveness of a seismic protective shield under conditions of water-flooded rocks

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Hydrotechnical Construction Aims and scope

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References

  1. S. A. Davydov, “Ejection blasting of the cofferdams of the tailrace channel of the diversion tunnel at the Kureika hydrostation with a one-sided backwater,”Énerg. Stroit., No. 11 (1986).

  2. V. N. Mosinets,Crushing and Seismic Action of an Explosion in Rocks [in Russian], Nedra, Moscow (1976).

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  3. G. M. Lyakhov,Waves in Soils and Porous Multicomponent Media [in Russian], Nauka, Moscow (1982).

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Authors
  1. V. A. Fokin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 50–52, November, 1999.

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Fokin, V.A. Experimental check of the effectiveness of a seismic protective shield under conditions of water-flooded rocks. Hydrotechnical Construction 33, 670–673 (1999). https://doi.org/10.1007/BF02903439

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  • DOI: https://doi.org/10.1007/BF02903439

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