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The effects of five mix proportioning variables on the material properties are evaluated, which include the water-to-binder ratio (0.24 0.36 by mass), sand-to-binder ratio (0.36 0.66 by mass), fly ash content (60%75%% by mass), polyvinyl alcohol fiber content (1.5%2.2%% by volume), and superplasticizer content (0.10% 0.15% by mass).
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The variables affecting the mix proportioning of RCCP in hot weather have been evaluated and discussed.
Thus, this study focused on the value of the TCC in the dry state and accounted for the important variables, such as the mix proportioning, moisture and temperature status, and unit weight of concrete.
EFNARC guidelines are available for the mix proportioning of SCC.
Therefore, this paper presents a design method for mix proportioning of CTB to minimize the number of trial mixes and provide an appropriate mix proportion.
Control mix the mix proportioning is based on the absolute volume method to produce self-consolidated concrete (SCC).
In addition to the mix proportion and constituents of concrete, many other variables such as quality control, water content, and temperature are directly associated with the value of the TCC.
Table 1 Mix proportions.
Table 2 Concrete mix proportions.
Table 6 Mix proportions for one cube Mix no.
Table 2 presents the mix proportions for the PC mix.
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