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Stress-Strain State in the Deformation of the Rogun Dam During the Construction Period

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Power Technology and Engineering Aims and scope

The stress-strain state and stability of the Rogun Dam are investigated under the action of static loads, taking into account the time and stage-by-stage construction in conditions of flat and spatial work. Three variants of the core width at the base of the dam are considered. Comparison of the options showed that the configuration of the canyon has significant effect on the efficiency.

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References

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Authors and Affiliations

  1. National Research Moscow State University of Civil Engineering, Moscow, Russia

    L. N. Rasskazov, P. V. Borisonov & I. V. Chubatov

Authors
  1. L. N. Rasskazov
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  2. P. V. Borisonov
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  3. I. V. Chubatov
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Corresponding author

Correspondence to L. N. Rasskazov.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, February 2018, pp. 18 – 28.

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Rasskazov, L.N., Borisonov, P.V. & Chubatov, I.V. Stress-Strain State in the Deformation of the Rogun Dam During the Construction Period. Power Technol Eng 52, 172–180 (2018). https://doi.org/10.1007/s10749-018-0928-y

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  • DOI: https://doi.org/10.1007/s10749-018-0928-y

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