Materials and Structures

, Volume 20, Issue 1, pp 51–53 | Cite as

Optimized mix design of concrete

RILEM Technical Committees TC 70-OMD RILEM Committee


Compressive Strength Cement Content RILEM Technical Committee Characteristic Compressive Strength Target Compressive Strength 
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    Jerath, S. and Kabbani, I. A., ‘Computer-aided concrete mix proportioning’,ACI J. 80 (1983) pp. 312–317.Google Scholar
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    Day, K., ‘Computer mix design’,Concrete International 6 (1984) pp. 26–31.Google Scholar
  3. 3.
    Dewar, J., ‘Computerized simulation of aggregate, mortar and concrete mixes’, ERMCO Congress, London, 1983, Paper W8B(2) pp. 1–8.Google Scholar
  4. 4.
    Hobbs, D. W., ‘Mix design, water/cement ratio, variability and the quality of mixing water’, Seminar on Concrete and Water, College International des Sciences de la Construction, Saint-REMY-les-Chevreuse, France, 18 to 20 June, 1985, to be published.Google Scholar
  5. 5.
    Shilstone Sr, J. M. and Shilstone Jr, J. M., ‘Optimizing concrete mixes’,Concrete International, to be submitted.Google Scholar
  6. 6.
    Popovics, S., ‘Fundamentals of Portland Cement Concrete: A Quantitative Approach’, Vol. 1 (Wiley, 1982) Ch. 7.Google Scholar

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© RILEM 1987

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