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Compressive strength, toughness and workability of concrete are adversely affected by premature hardening or setting [27]. Anthony and Bodoky [31] found that lowering the air content below 28% has a significant effect on consolidation time. In contrast, Nosaka et al. [42] showed that the consolidation time can be extended by injecting a defoaming agent. Sayahi et al. [38] found that mixing coal in concrete reduced the rate of early hydration and accelerated the hardening process.
In addition to the above plastic shrinkage cracking problems, other cracking problems have been identified which may cause design and/or performance issues. Friedberg et al. [41] found that the water to cement (w/c) ratio has a direct impact on the seismic performance of concrete. Lowering the w/c ratio is known as an effective design method to reduce service induced cracks in the concrete structures [48]. Augutis et al. [49] found that the addition of steel fibers can prevent cracking in concrete structures. Another recent study [50] and Saad et al. [20] indicate that taking advantage of abundant recycled steel slag materials, which are waste generated during the steel fabrication, can significantly improve the compressive strength and flexural strength of concrete. The effect of recycled steel slag as a reinforcement material has been widely investigated by numerous researchers. For instance, Mahmoud [53] showed that recycled steel slag can improve both the compressive strength and the tensile strength of concrete, while Elnabar [54] proved that fine recycled steel slag can improve the toughness of concrete. Compaction is one of the most important design and construction issues applied to concrete structures. Suresh et al. [57] showed that the compressive strength of concrete is largely dependent on the cement replacement levels, and the compressive strength of cement-based materials is also largely dependent on the water-cement ratio. It has been widely accepted that the compressive strength of cement-based materials increases with decreasing water-cement ratio [58]. d2c66b5586
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