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The mix design identification in Table 3 can be explained as follows.
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Table 6 C30/37 strength class concrete mix design.
Table 4 Mix design of pavement.
Table 2 Mix design of UHPFRC.
Table 4 Concrete mix design for PSFC I-Beams.
Mixes were designed using the Marshall mix design method.
The mix was designed for M25 grade of concrete using IS method of mix design.
Prior to beginning the mixing procedure, each component was measured as per the mix design specification.
The EMV mix design was originally proposed by Fathifazl (2008).
The mix design proportions are shown in Table 1.
Open image in new window Fig. 3 Mix design.
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