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Influence of Volumetric Loading of Rocks Surrounding Underground Chambers on the Relaxation of Self-Stressed Aleurolite Massif

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Power Technology and Engineering Aims and scope

The paper analyzes the reasons for the long-term convergence of the wall in the turbine hall and transformer room of the Rogun HPP. Data on the anomalous behavior of aleurolite both in the massif and samples are provided. The results of monitoring the effectiveness of reinforcing cementation at the test site are presented.

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References

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  3. S. K. Davlatshoev, “Quality control of works on cementing the enclosing massif at the test site by the method of seismic logging,” Gidrotekhn. Stroit., No. 2, 52 – 56 (2020).

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Authors and Affiliations

  1. Institute of Water, Hydropower and Ecology, National Academy of Sciences of Tadjikistan, Dushanbe, Tajikistan

    S. K. Davlatshoev

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  1. S. K. Davlatshoev
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Correspondence to S. K. Davlatshoev.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 1, January 2022, pp. 6 – 12. DOI: https://doi.org/10.34831/EP.2022.35.97.002

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Davlatshoev, S.K. Influence of Volumetric Loading of Rocks Surrounding Underground Chambers on the Relaxation of Self-Stressed Aleurolite Massif. Power Technol Eng 56, 157–163 (2022). https://doi.org/10.1007/s10749-023-01488-x

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  • DOI: https://doi.org/10.1007/s10749-023-01488-x

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