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Results of 30-year monitoring of the marine concretes and floating structure of the kislogubsk tidal electric power plant in the Far North

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Hydrotechnical Construction Aims and scope

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References

  1. A. S. Baklanov, “Accelerated field frost-resistance testing of concrete,”Transp. Stroit., No. 9 (1966).

  2. V. Gervik, “Reinforced-concrete structures for arctic regions,”Beton Zhelezobeton, No. 2 (1988).

  3. I. N. Usachev, Longevity of reinforced-concrete structures on northern coastlines,Corrosion and Protection of Reinforced-Concrete Structures. Southern Sakhalin: Far-Eastern Committee on Problems of Corrosion Protection [in Russian], (1989).

  4. I. N. Usachev, New concrete modifications developed for hydroelectric power plants, their investigation, and implementation,Collection of Scientific Works of the S. Ya. Zhuk All-Union Scientific-Research Institute for Design and Exploration [in Russian], No. 69 (1980).

  5. F. M. Ivanov, “Concrete for the Kislogubsk tidal electric power plant,”Energet. Stroit., No. 4 (1967).

  6. F. M. Ivanov and I. N. Usachev, High-performance concrete of the Kislogubsk tidal power plant for arctic regions of Russia,Third Canmet/Aci International Conference on Concrete in Marine Environment, Saint Andrews by-the-sea, Canada (1996).

  7. Instructions for the Fabrication of Hydraulic Structures from Grade Mrz 000 Concrete, VR-1-75 [in Russian], Glavniiproekt Minénergo SSSR (1975).

  8. Instructions for the Fabrication of Hydraulic Structures from No-Growth Concretes, VSN-35-84, Glavniiproekt Minénergo SSSR (1984).

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Authors
  1. I. N. Usachev
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 7–12, December, 1998.

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Usachev, I.N. Results of 30-year monitoring of the marine concretes and floating structure of the kislogubsk tidal electric power plant in the Far North. Hydrotechnical Construction 32, 705–712 (1998). https://doi.org/10.1007/BF02443654

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  • DOI: https://doi.org/10.1007/BF02443654

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