Conclusions
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1.
The relation between the amount of water and the amount of cement is nonlinear. A minimum amount of water is observed for an amount of cement of about 300 kg/m3 concrete mix. This must be taken into account when proportioning concrete.
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2.
The relation R=f(C) should not be used, since in this case the effect of changes in the fluidity of the mix, aggregate size, etc., is quite substantial. At the same time, the relation R f(W/C) (as was already established long ago by many investigators) is preserved regardless of the fluidity of the concrete, aggregate size, etc. This relation must be used when proportioning concrete.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 52–53, November, 1987.
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Bugaeva, N.K., Deryugin, L.M. Water requirement of concrete mixes. Hydrotechnical Construction 21, 670–672 (1987). https://doi.org/10.1007/BF01461414
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DOI: https://doi.org/10.1007/BF01461414