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

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Power Technology and Engineering Aims and scope

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

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References

  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).

  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).

  3. L. N. Rasskazov, A. V. Radzinskii, and M. P. Sainov, “Strength of clay-cement concrete,” Gidrotekh. Stroit., No. 7 (2014).

  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).

  5. A. L. Gol’din and L. N. Rasskazov, Design of Earthen Dams [in Russian], Izdatel’stvo ASV, Moscow (2001).

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Correspondence to L. N. Rasskazov.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 9, September 2014, pp. 37 – 44.

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Rasskazov, L.N., Radzinskii, A.V. & Sainov, M.P. Dams with a Clay-Cement Concrete Diaphragm: Stress-Strain State and Strength. Power Technol Eng 48, 421–427 (2015). https://doi.org/10.1007/s10749-015-0547-9

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  • DOI: https://doi.org/10.1007/s10749-015-0547-9

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