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Water requirement of concrete mixes

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Hydrotechnical Construction Aims and scope

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  1. 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.

  2. 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

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