Conclusions
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1.
The choice of components and composition of concrete should be based on consideration of all factors of both the environment and the concrete that can have an effect on its cavitation resistance, including the climatic factor and degree of corrosiveness and erosiveness of the water.
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2.
Concrete should be of high strength and uniformity and the concrete mix should be plastic for the placement method used. Evidently we can consider correct the suggestions of the “Methodological Recommendations” that the concrete grade should be 400 at 28 days. Higher grades can be recommended only if this does not involve a considerable increase in the cement content.
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3.
The frost resistance of concrete, especially in the surface layer, should be high. To increase it, it is recommended to use the additive hydropolysiloxane GKZh-94 at a rate of 0.2% of the weight of cement, which has shown good results. The use of other additives after conducting appropriate investigations is also possible.
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4.
To establish more confidence and to check the quality of concrete undergoing cavitation, it is necessary to develop a new criterion of frost resistance of the surface layers exposed to cavitation and to provide an appropriate method for determining it.
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5.
Both gravel and stone not containing weathered rocks, clean, and of good granular composition (with respect to the State Standard) can be used equally well as the coarse aggregate in cavitation-resistant concrete.
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6.
The surface of the concrete should be compact, smooth, and well streamlined to the flowing jet.
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Literature cited
L. N. Gomolko, “Requirements imposed on materials for concrete in the Nurek and Baipaza hydrostations with increased cavitation resistance,” in: Trans. of the Joint Conf. on Hydr. Eng. [in Russian], No. 60 (1971).
Ts. G. Ginzburg and V. Ya. Gorenbein, Methodological Recommendations on the Technology of Manufacturing Concrete Subject to Cavitation, II. 58–72 [in Russian], Énergiya, Leningrad (1972).
Ts. G. Ginzburg and B. G. Kartelev, “Ways to increase the cavitation resistance of concrete,” in: Trans. of the Joint Conf. [in Russian], VNIIG, Leningrad (1970).
L. A. Zolotov, “Investigation of corrosion protection of hydraulic structures,” in: Trans. of the Joint Conf. [in Russian], VNIIG, Leningrad (1970).
R. S. Gal'perin et al., “Study of cavitation erosion on elements of hydraulic structures and methods to control it,” in: Trans. of the Joint Conf. [in Russian], VNIIG, Leningrad (1970).
Ts. G. Ginzburg and A. M. Chistyakov, Design of Wear-Resistant Anticorrosive Concrete [in Russian], VNIIG, Leningrad (1959).
Ts. G. Ginzburg, “Investigation of the cavitation resistance of concrete during its cyclic freezing,” Izv. VNIIG,92 (1970).
M. I. Topchiashvili et al., “Repair of turbogenerator units with polymer compositions,” Tr. GruzNIIÉGS, Tbilisi, No. 100 (1976).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 29–31, December, 1978.
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Moskvin, V.M. Cavitation erosion of concrete. Hydrotechnical Construction 12, 1215–1218 (1978). https://doi.org/10.1007/BF02304538
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DOI: https://doi.org/10.1007/BF02304538