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Investigation of problems of constructing the Khudoni arch dam by the continuous conveyor technology

  • Research and Experiments
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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The arch dam of the Khudoni hydrostation can be constructed by the continuous conveyor technology as enlarged blocks.

  2. 2.

    The rate of concreting the dam for the proposed dimensions of the blocks and times of covering them can reach 200–250 m3/h.

  3. 3.

    To attain the indicated rate of concreting, it is necessary to construct near the dam site a new concrete plant with facilities for cooling or heating the concrete mix.

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Literature cited

  1. L. P. Trapeznikov, Thermal Cracking of Massive Concrete Structures [in Russian], Énergoatomizdat, Moscow (1986).

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  2. G. I. Chilingarishvili, “Approximation of boundary conditions when solving problems of thermal conductivity by the finite-difference method for concrete hydraulic structures,” Izv. VNIIG, 109 (1975).

  3. SNiP 2.06.08-87. Concrete and Reinforced-Concrete Members of Hydraulic Structures [in Russian], Gosstroi SSSR (1983).

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Authors
  1. G. I. Chogovadze
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  2. L. P. Trapeznikov
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  3. P. V. Chichagua
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  4. T. N. Rukavishnikova
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  5. A. D. Chitanava
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  6. N. N. Shartava
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 13–14, August, 1990.

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Chogovadze, G.I., Trapeznikov, L.P., Chichagua, P.V. et al. Investigation of problems of constructing the Khudoni arch dam by the continuous conveyor technology. Hydrotechnical Construction 24, 497–499 (1990). https://doi.org/10.1007/BF01423831

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  • DOI: https://doi.org/10.1007/BF01423831

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