Conclusions
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1.
In addition to ordinary losses in pouring concrete for slope protection, extra quantities are used (as much as 9.4% of the design volume) due to penetration into the filter and settlement of the filter.
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2.
Extra quantities are also used (about 3% of the design quantities) due to inaccurate grading and shaping of the surfaces of gravel bed and concrete slab.
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3.
Increase in thickness of the concrete slab should be allowed for in the design by reducing the design thickness.
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4.
In the documentation of a project and in the agreements relating to it, the requirements of quantities and final dieensions should be more fully developed and stated.
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Deceased.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 26–30, March, 1968.
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Bondar', V.I., Goncharov, I.D., Gumannyi, F.M. et al. Penetration of concrete into gravel filter beds. Hydrotechnical Construction 2, 222–227 (1968). https://doi.org/10.1007/BF02377402
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DOI: https://doi.org/10.1007/BF02377402