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Compaction of rock fill during flow-line construction of dams

  • Construction Organization and Technology
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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    Construction of dams by the flow-line technology provides a high rate of their construction with minimum labor expenditures.

  2. 2.

    Construction of rock embankments from a rock mass by the method of compaction due to the kinetic energy of impact provides sufficiently reliable compaction of the fill.

  3. 3.

    By such a method it is possible to construct embankments from strong rocks. Weak rocks at the time of impact will be broken, not providing reliable compaction of the fill.

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Literature cited

  1. N. Ya. Kharkhuta and Yu. M. Vasil'ev, Stability and Compaction of Soils of Road Embankments [in Russian], Avtotransizdat, Moscow (1964).

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  2. G. G. Lapin and A. D. Shargorodskii, “Experience in constructing high earth dams abroad,” Gidrotekh. Stroit., No. 5 (1991).

  3. Yu. A. Yakhontov and V. A. Krasnov, “Transport of sand-gravel and concrete mixes by belt conveyors in power construction. Review information,” Informénergo, Ser. Teplovye Élektrostantsii, Teplofikatsiya i Teplovye Seti, No. 6 (1988).

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Authors
  1. V. A. Krasnov
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  2. A. I. Moiseev
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 25–26, June, 1992.

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Krasnov, V.A., Moiseev, A.I. Compaction of rock fill during flow-line construction of dams. Hydrotechnical Construction 26, 345–347 (1992). https://doi.org/10.1007/BF01545615

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  • DOI: https://doi.org/10.1007/BF01545615

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