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Use of intensive impact compaction of soils in the construction of dams and embankments

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. Yu. M. Abelev and M. Yu. Abelev, Principles of Design and Construction on Slump-Prone Macroporous Soils [in Russian], Gosstroiizdat, Moscow (1968).

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  3. Yu. K. Zaretskii and M. Yu. Garitselov, Technological Principles of Intensive Impact Compaction of Soils in Embankments of Pumped-Storage Stations [in Russian], Informénergo, Moscow (1985).

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  4. V. I. Vutsel', M. Yu. Garitselov, Yu. K. Zaretskii, et al., “Progressive designs and technologies for earth dams and their foundations,” Tr. Gidroproekta, No. 108 (1985).

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Authors
  1. V. I. Vutsel'
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  2. M. Yu. Garitselov
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  3. Yu. K. Zaretskii
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 27–31, August, 1986.

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Vutsel', V.I., Garitselov, M.Y. & Zaretskii, Y.K. Use of intensive impact compaction of soils in the construction of dams and embankments. Hydrotechnical Construction 20, 473–478 (1986). https://doi.org/10.1007/BF01459309

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  • DOI: https://doi.org/10.1007/BF01459309

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