“…No direct link between workability and compressive strength was found [10,32]. On the other hand, in [86], authors obtained good results for compressive strength, especially for mixes with 10% EAF-C slag-cement replacement (about 27, 27, 7, 8, and 13% higher after 3, 7, 28, 60, and 90 days, respectively, compared to the mix with natural aggregates). Regarding flexural strength, increases of approximately 11, 8, and 6% were obtained after 7, 28, and 90 days, respectively, for mixes with 10% EAF-C slag-cement replacement.…”