Conclusions
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1.
The new technology of drilling and grouting for the given specific conditions proved to be correct, completely came up to expectations, and substantially shortened the time of accomplishment. The quality of the works was completely satisfactory.
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2.
The grouting technology used can be recommended for performing analogous works on other hydraulic and industrial structures of the Far North.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 45–47, February, 1983.
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Chertykov, Y.D., Dzhuraev, M.M. Experience in grouting concrete under conditions of the far north. Hydrotechnical Construction 17, 108–111 (1983). https://doi.org/10.1007/BF01427875
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DOI: https://doi.org/10.1007/BF01427875