Conclusions
Despite some, for now, lag behind the indices of world hydrotechnical construction achieved with the use of rollcrete technology [3], these works are presently being mastered on the construction of the Bureya dam and with a search for solutions on the placement of a SCM at negative temperatures needed under our climatic conditions. This experience is unconditionally useful for designing and constructing future hydrotechnical structures of the Moks, Gilyui, and other hydrostations.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
V. K. Loshak, L. N. Smirnova, V. V. Sokolov, and Yu. A. Tarasov, “Use of rollcrete in the downstream shoulder of the Bureya dam,” Énerg. Stroit., No. 1 (1988).
V. V. Vasilevskii, V. B. Sudakov, and V. I. Sil'nitskii, “Experimental use of roller-compacted concrete mixes under winter conditions on the construction of the Bureya hydrostation,” Énerg. Stroit., No. 1 (1987).
V. S. Sangin, “Technical and economic indices of a low-cement rollcrete structure,” Énerg. Stroit., No. 7 (1991).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 47–50, August, 1995.
Rights and permissions
About this article
Cite this article
Makarov, A.L., Breikin, A.G., Vasil'ev, A.V. et al. Experience in placing roller-compacted concrete in structures of the Bureya hydroelectric station. Hydrotechnical Construction 29, 470–473 (1995). https://doi.org/10.1007/BF02446374
Issue Date:
DOI: https://doi.org/10.1007/BF02446374