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Filling temporary underground structures and workings at high-head hydro developments

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. V. F. Ilyushin, “Progressive solutions in the design of underground structures of the Nurek hydroelectric station,” Gidrotekh. Stroit., No. 3 (1977).

  2. V. F. Ilyushin, F. I. Gurtonik, and V. D. Mezgo, “Elimination measures on temporary underground structures in the foundation of the Nurek dam,” Énerg. Stroit. (1973).

  3. D. A. Zhigarev and A. D. Seminikhin, “New designs at the construction site of the Charvak hydroelectric station,” Gidrotekh. Stroit., No. 4 (1978).

  4. V. F. Ilyushin, “Underground structures of the Baipaza hydroelectric station,” Gidrotekh. Stroit., No. 5 (1981).

  5. L. G. Osadchii, V. F. Ilyushin, and I. S. Bubman, “Progressive designs of underground structures at the Rogun hydroelectric station,” Gidrotekh. Stroit., No. 6 (1980).

  6. G. Ya. Gevirts et al., Construction of Underground Structures at the Kolyma Hydroelectric Station: Collection of Scientific Works [in Russian], Leningrad, Gidroproekt, No. 98 (1984).

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  7. N. A. Lopyatin, “Breakthrough of water into the temporary diversion tunnel of the Spandaryan reservoir on the Vorotan River,” Gidrotekh. Stroit., No. 9 (1988).

  8. USSR Author's Certificate No. 1559176, “Water-retaining plug for an unlined underground working,” Byull. Izobr., No. 5 (1990).

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  1. V. F. Ilyushin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 31–38, June, 1994.

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Ilyushin, V.F. Filling temporary underground structures and workings at high-head hydro developments. Hydrotechnical Construction 28, 344–355 (1994). https://doi.org/10.1007/BF01545470

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  • DOI: https://doi.org/10.1007/BF01545470

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