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Power Technology and Engineering

, Volume 52, Issue 5, pp 517–524 | Cite as

Experimental Substantiation of Leveling the Zagorsk PSP-2 Powerhouse

  • A. V. AleksandrovEmail author
  • E. N. Bellendir
  • P. A. Vaver
  • A. N. Simutin
Article
  • 4 Downloads

This paper gives basic information on conducting experimental works to substantiate the design solutions for leveling the Zagorsk PSP-2 powerhouse. The compensation grouting technology for leveling the Zagorsk PSP-2 powerhouse is substantiated.

Keywords

pumped storage plant (PSP) PSP powerhouse experimental site leveling of PSP powerhouse restoration of the PSP powerhouse compensation grouting method 

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References

  1. 1.
    SP 58.13330.2012. Hydraulic structure. Basic Provisions. Actualized edition SNiP 33-01–2003 [in Russian].Google Scholar
  2. 2.
    EN 12715. Execution of special geotechnical work—Grouting.Google Scholar
  3. 3.
    API RP 13. American Petroleum Institute—Standard procedure for field testing drilling fluids. Recommended Practice.Google Scholar
  4. 4.
    A. Bezuijen, Compensation grouting in sand. Experiments. Field experiences and Mechanisms (2010).Google Scholar
  5. 5.
    I. Ya. Kharchenko, V. E. Merkin, A. N. Simutin, and M. G. Zertsalov, “Use of compensating grouting technology for protecting buildings and structures during tunnel construction,” Transp. Stroit., No. 8, 7 – 16 (2018).Google Scholar
  6. 6.
    M. G. Bellende, A. N. Simutin, and A. V. Aleksandrov, “Compensation grouting technology for protecting buildings and structures,” Vest. MGSU, No. 6, 32 – 40 (2015).Google Scholar
  7. 7.
    E. N. Bellendir, A. V. Aleksandrov, M. G. Zertsalov, and A. N. Simutin, “Protection and leveling buildings by means of compensation grouting technology,” Gidrotekh. Stroit., No. 2, 15 – 20, (2016).Google Scholar
  8. 8.
    A. V. Aleksandrov, E. N. Bellendir, S. Ya. Lashchenov, and R. Sh. Al’zhanov, “Elimination of the aftereffects of settlement of the powerhouse complex of the Zagorsk PSP-2 and restoration works,” Gidrotekh. Stroit., No. 6, 81 – 89 (2016).Google Scholar
  9. 9.
    L. V. Makovskii and V. V. Kravchenko, “Determination of the parameters of compensation grouting during tunneling under complex urban development conditions,” in: Road Planning: Collection of Scientific Works [in Russian], MADI (GTU), Moscow (2009), pp. 119 – 124.Google Scholar
  10. 10.
    J. Warner and M. Hyle, Limited Mobility Grouting — Past, Present and Future (2012).Google Scholar
  11. 11.
    Cliff Kettle, Compensation Grouting — Evolution, Field and Application and Current State of the Art in UK practice.Google Scholar
  12. 12.
    H. Knitsch, “Visualization of relevant data for compensation grouting,” Tunnel, No. 3, 38 – 45 (2008).Google Scholar
  13. 13.
    H. F. Schweiger, “Reduction of settlements by compensation grouting — Numerical studies and experience from Lisbon underground,” in: H. F. Schweiger and E. Falk, Tunnels and Metropolises, Balkema, Rotterdam (1998), pp. 1047 – 1052.Google Scholar
  14. 14.
    T. Telford, Sprayed concrete linings (NATM) for tunnels in soft ground, London (2004), pp. 10 – 12.Google Scholar
  15. 15.
    J. B. Burland, “Building response to tunneling,” in: Case studies from construction of the Jubilee line extension, J. B. Burland, J. R. Standing, and F. M. Jardine, London (2001), pp. 134 – 145.Google Scholar

Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2019

Authors and Affiliations

  • A. V. Aleksandrov
    • 1
    Email author
  • E. N. Bellendir
    • 1
  • P. A. Vaver
    • 1
  • A. N. Simutin
    • 2
  1. 1.JSC “Institute Hydroproject,”MoscowRussia
  2. 2.JSC “SigmaTau,”MoscowRussia

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