During construction, a comprehensive program was carried out to determine the temperature-induced crack resistance of the concrete, and evaluate the effectiveness of the extent to which the profile dam had been monolithized, and changes were introduced to the procedure employed for work production.
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 11, November 2011, pp. 46 – 49.
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Durcheva, V.N. Field observations of the performance of the dam at the Bratsk HPP. Power Technol Eng 46, 21–24 (2012). https://doi.org/10.1007/s10749-012-0302-4
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DOI: https://doi.org/10.1007/s10749-012-0302-4