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Power Technology and Engineering

, Volume 48, Issue 6, pp 421–427 | Cite as

Dams with a Clay-Cement Concrete Diaphragm: Stress-Strain State and Strength

  • L. N. Rasskazov
  • A. V. Radzinskii
  • M. P. Sainov
Article

Results of studies of the stress-strain state of dams of different height with a clay-cement-concrete diaphragm are presented.

Keywords

diaphragm clay-cement concrete (CCC) stress-strain state (SSS) strength of diaphragm stability upper pool lower pool reliability index 

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References

  1. 1.
    L. I. Malyshev, L. N. Rasskazov, and P. V. Soldatov, “Condition of the dam at the Kureika HPP and technical solutions for its repair,” Gidrotekh. Stroit., No. 1, 31 – 36 (1999).Google Scholar
  2. 2.
    L. N. Rasskazov, A. V. Radzinskii, and M. P. Sainov, “Selection of clay-cement concrete compositions for ‘diaphragm-wall’ construction,” Gidrotekh. Stroit., No. 3, 16 – 23 (2014).Google Scholar
  3. 3.
    L. N. Rasskazov, A. V. Radzinskii, and M. P. Sainov, “Strength of clay-cement concrete,” Gidrotekh. Stroit., No. 7 (2014).Google Scholar
  4. 4.
    L. N. Rasskazov, A. V. Radzinskii, and M. P. Sainov, “Strength and deformability of clay-cement concrete in a complex stress state,” Gidrotekh. Stroit., No. 8 (2014).Google Scholar
  5. 5.
    A. L. Gol’din and L. N. Rasskazov, Design of Earthen Dams [in Russian], Izdatel’stvo ASV, Moscow (2001).Google Scholar

Copyright information

© Springer Science+Business Media New York 2015

Authors and Affiliations

  • L. N. Rasskazov
    • 1
  • A. V. Radzinskii
    • 1
  • M. P. Sainov
    • 1
  1. 1.Moscow State Civil-Engineering UniversityMoscowRussia

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