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The mix proportion has 4.5 % air content.
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Due to the complexity of chemistry in the cement matrices, methods of identification of the concrete mix proportion have been restricted only in either binder type or water content.
Hence using an optimized aggregate mix proportion having least void content, a series of polymer concretes of different compositions were designed on the basis of mixture design concept of design of experiments.
The research also shows that the permeation coefficients of different mix proportions have a larger fluctuation during the early period, especially the control group.
The comparisons between the experimentally obtained values and those obtained by the optimization technique for all the different mix proportions have been shown in the following section.
Therefore, the modified EMV mix proportioning method has been proposed (Yang and Lee 2017a, b; Kim et al. 2016), assuming that a certain volume fraction of the residual mortar may be mathematically treated as original virgin aggregate, while the other fraction as a part of the total mortar.
And that proportion has fallen.
The proportion has doubled from 1.3 percent 10 years ago.
That proportion has now doubled.
Since then, the proportion has probably risen.
Now the proportion has fallen to 35%.
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