The major results from the survey and geotechnical monitoring during the leveling of the model foundation of the Zagorsk PSP-2 in test site No. 3 are presented. Results from laboratory tests are given as well. A controlled compensation grouting technology for the lifting of the Zagorsk PSP-2 powerhouse is justified.
Similar content being viewed by others
References
A. V. Aleksandrov, E. N. Bellendir, S. Ya. Lashchenov, and R. Sh. Al’zhanov, “Remediation of the consequences of the subsidence of the Zagorsk PSPP-2 powerhouse,” Gidrotekh. Stroit., No. 7, 2 – 10 (2016).
M. G. Zertsalov, A. N. Simutin, and V. V. Aleksandrov, “Compensation grouting technology for protection of buildings and other structures,” Vestn. MGSU, No. 6, 32 – 40 (2015).
E. N. Bellendir, V. V. Aleksandrov,M. G. Zertsalov, and A. N. Simutin, “Building and structure protection and leveling using compensation grouting technology,” Power Technol. Eng., 50(2), 142 – 146 (2016).
A. Bezuijen, Compensation Grouting in Sand. Experiments, Field Experiences and Mechanisms (2010).
Cl. Kettle. Compensation Grouting — Evolution, Field and Application and Current State of the Art in UK Practice.
H. Knitsch, “Visualization of relevant data for compensation grouting,” Tunnel, No. 3, 38 – 45 (2008).
A. V. Aleksandrov, E. N. Bellendir, P. A. Vaver, and A. N. Simutin, “Experimental substantiation of leveling the Zagorsk PSP-2 powerhouse,” Power Technol. Eng., 52(5), 517 – 524 (2019).
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Gidrotekhnicheskoe Stroitel’svo, No. 1, January 2021, pp. 5 – 11. DOI: 10.34831/EP.2021.65.96.001
Rights and permissions
About this article
Cite this article
Bellendir, E.N., Aleksandrov, A.V. Results from Survey and Geotechnical Monitoring on Test Site No. 3 of the Zagorsk PSP-2. Power Technol Eng 55, 149–154 (2021). https://doi.org/10.1007/s10749-021-01333-z
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10749-021-01333-z