Skip to main content
Log in

Use of stress intensity as an indicator of the state of concrete dams

  • Published:
Hydrotechnical Construction Aims and scope

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Literature cited

  1. SNiP 2.06-08-87. Concrete and Reinforced-Concrete Members of Hydraulic Structures [in Russian], Stroiizdat, Moscow (1987).

  2. SNiP 2.06-06-85. Concrete and Reinforced-Concrete Dams [in Russian], Stroiizdat, Moscow (1986).

  3. G. S. Pisarenko and A. A. Lebedev, Deformation and Strength of Materials under Combined Stress [in Russian], Naukova Dumka, Kiev (1976).

    Google Scholar 

  4. G. S. Pisarenko, A. P. Yakovlev, and V. V. Matveev, Strength of Materials Handbook [in Russian], Naukova Dumka, Kiev (1988).

    Google Scholar 

  5. L. I. Markin, “Thermal cracking in concrete of the Sayano-Shushenskoe dam,” Gidrotekh. Stroit., No. 1 (1985).

Download references

Authors

Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 33–35, January, 1992.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ulyashinskii, V.A., Bondarenko, A.G. & Sokolov, I.B. Use of stress intensity as an indicator of the state of concrete dams. Hydrotechnical Construction 26, 47–50 (1992). https://doi.org/10.1007/BF01545348

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01545348

Keywords

Navigation