All of the obtained values were in the range between 2187 ± 2 kg/m 3 (BM) and 2378 ± 3 kg/m 3 (25FNSW), and, after analyzing them, an overall trend can be noted as: The higher the FNSWA amount, the higher the density of concrete, see Figure 4 .
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An Experimental Study of Possible Post-War Ferronickel Slag Waste Disposal in Szklary (Lower Silesian, Poland) as Partial Aggregate Substitute in Concrete: Characterization of Physical, Mechanical, and Thermal Properties.
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An increasing trend was also reported for BS concretes tested by Sun et al.