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However, the relative contributions of the various parameters are expected to be the same, thus facilitating the mix design protocol.
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A protocol to assess the sensitivity of a SCC mix design to a type of cement is proposed.
The models are able to identify the influential mix design parameters and their interactions which can be useful to reduce the test protocol needed for proportioning of LWSCCs.
Table 4 Mix design of pavement.
Table 2 Mix design of UHPFRC.
Table 6 C30/37 strength class concrete mix design.
Table 4 Concrete mix design for PSFC I-Beams.
The mix was designed for M25 grade of concrete using IS method of mix design.
Mixes were designed using the Marshall mix design method.
Prior to beginning the mixing procedure, each component was measured as per the mix design specification.
The mix design proportions are shown in Table 1.
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