Results of measurements of the velocities of elastic waves in the rock massif of the foundation of the dam of the Sayano-Shushenskaya Hydroelectric Power Plant in the case of minimal and maximal upstream pool levels are presented. A difference between the variations of the velocities of the longitudinal and transverse waves with increasing upstream pool level on the right-bank and left-bank abutments of the dam is established.
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Translated from Gidrotekhnichesko Stroitel’stvo, No. 6, June 2020, pp. 22 – 27.
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Gorokhova, E.A. Assessment of Variations of Indicators of Elastic and Deformation Properties of Rock Massif in the Reservoir of the Sayano-Shushenskaya Hydroelectric Power Plant with Different Water Levels. Power Technol Eng 54, 506–512 (2020). https://doi.org/10.1007/s10749-020-01241-8
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DOI: https://doi.org/10.1007/s10749-020-01241-8