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Sroog et al. [48] examined the viscoelastic behavior of PCEs and suggested that even when the concentration of the PCEs exceeds 3% by volume, a good distribution of PCEs could be achieved at about 2 wt.% in self-compacting concrete.
The main cause of uneven concrete cracking is the shrinkage of the hydrated paste in the fresh concrete. Finding ways to lessen this shrinkage continues to be a challenge. Daly-Mansi [47] suggested changing the particle size distribution of the cement and coarse aggregates to decrease the concentration of large particles in the cement paste and maximize the surface area of the aggregates, which should subsequently increase the strength of the hydrated paste. A rapid decrease in internal chemical and hydration heat is expected. Hence, it might lead to reduce the shrinkage of hydration paste.
Another reason to consider DC is the change in the drying shrinkage of concrete, which is also linked to the moisture content. The use of recycled rubber tire steel fiber can effectively decrease the degree of drying; therefore, it can be considered as a good precision shrinkage reduction method. Sayahi and Hedlund [26] reported that micro-settlement cracks also occur on the surface of the concrete. Sulakshna et al. [35] found that RTSF concrete will tend to crack less during the drying process, because water evaporation caused by the curing process is compensated to a limited degree by the lubricating effect of the recycled tire steel fibers. Graeff et al.
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