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Temperature control during concrete placement

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. Specifications and technical requirements in design of concrete gravity dams on rock foundations (SN 123-60) (1960).

  2. B. K. Frolov, Regulation of Concrete Temperature Regime in Dam Construction [in Russian], Energiya (1964).

  3. L. K. Domanskii and N. V. Khlebnikov, Basic solutions in the design of dams of Krasnoyarsk hydroelectric projects, Trudy Lengidroproekta, Energiya (1964).

  4. E. E. Liskun and V. A. Burlakov, Optimum concrete block height in high gravity dams, Gidrotekhnicheskoe Stroitel'stovo, No. 8 (1967).

  5. “Formation of surface cracks in mass concrete structures connected with early form removal,” Foreign Practice in Power Plant Construction, No. 37, Orgenergostroi (1966).

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Research on the technical possibilities of increasing the size of blocks was performed at the Siberian branch of the All-Union Scientific-Research Institute of Hydroengineering. This article presents an economic comparison of different sectional designs.

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 47–48, July, 1971.

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Dolmatov, A.P. Temperature control during concrete placement. Hydrotechnical Construction 5, 670–672 (1971). https://doi.org/10.1007/BF02397669

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