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Experimental investigations of strength of narrow-profile concrete dam with weakened interblock joints

  • Construction Under the Five-Year Plan
  • Published:
Hydrotechnical Construction Aims and scope

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Literature Cited

  1. S. A. Berezinskii and A. S. Pigalev, “Possible directions for improving design of gravity dams on rock foundations,” Gidrotekh. Stroit., No. 5 (1976).

  2. A. N. Yakshin, “A photoelectric displacement transducer,” Inventor's Cert. No. 397754; Otkrytiya, Izobreteniya, Promyshl. Obraztsy. Tovarnye Znaki, No. 37 (1973).

  3. A. M. Turichin and P. V. Novitskii, Wire Transducers and Their Engineering Applications [in Russian], Gosénergoizdat, Moscow (1957).

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Authors
  1. A. V. Nefedov
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  2. G. Yu. Berdichevskii
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Additional information

From the Editorial Office. The previous issue of this journal (No. 12, December, 1976) commenced publication (pp. 1224–1229) of investigations of a proposed* new type of concrete gravity dam of narrow profile, applicable to the construction conditions for the Kurpsa hydroelectric development, an item in the tenth five-year plan. Presented below are supplementary details of these investigations. Other articles on this problem will be published in later issues.

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 19–22, January, 1977.

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Nefedov, A.V., Berdichevskii, G.Y. Experimental investigations of strength of narrow-profile concrete dam with weakened interblock joints. Hydrotechnical Construction 11, 28–33 (1977). https://doi.org/10.1007/BF02398749

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  • DOI: https://doi.org/10.1007/BF02398749

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