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Industrial designs of low-head arch and multiple-arch dams on a weak foundation

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. N. P. Rozanov, G. M. Kaganov, and Yu. N. Steklov, “Approximate assessment of the bearing capacity of arch dams,” Tr. MGMI (1973).

  2. B. F. Goryunov, Prestressed Reinforced-Concrete Structures in Hydrotechnical Construction [in Russian], Stroiizdat, Moscow (1984).

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  3. N. P. Rozanov, G. M. Kaganov, and I. M. Evdokimova, “Development and investigation of designs of low-head arch dams on a weak foundation,” Tr. MGMI (1984).

  4. N. P. Rozanov, Buttress Dams [in Russian], Gosstroiizdat, Moscow (1949).

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  5. K. S. Zavriev and G. S. Shpiro, Calculations of the Foundations of Deep Bridge Supports [in Russian], Transport, Moscow (1970).

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Authors
  1. N. P. Rozanov
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  2. G. M. Kaganov
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  3. I. M. Evdokimova
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  4. V. B. Adesman
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 15–18, August, 1986.

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Rozanov, N.P., Kaganov, G.M., Evdokimova, I.M. et al. Industrial designs of low-head arch and multiple-arch dams on a weak foundation. Hydrotechnical Construction 20, 457–461 (1986). https://doi.org/10.1007/BF01459306

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  • DOI: https://doi.org/10.1007/BF01459306

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