Civil construction is considered one of the industries with the most significant environmental impact. In this sense, the main goal of this study was to investigate three different mortar sets incorporating industrial lamination waste, assessing their chemical, physical, and microstructural properties, as well as their mechanical performance to develop sustainable mortars. Cylindrical and prismatic specimens were produced using various incorporation methods: reference mortar, mortars with mill scale addition, partial replacement of cement with mill scale residue, and partial replacement of sand with residue, at proportions of 10%, 20%, 30%, 40%, and 50%. In addition, X-ray fluorescence (XRF), X-ray diffraction (XRD), Fourier-transform infrared spectroscopy (FTIR), and scanning electron microscopy with energy-dispersive spectroscopy (SEM/EDS) analyses were performed. Physical and mechanical tests included those for bulk density, consistency index, water absorption by capillarity, axial compressive strength, and flexural tensile strength. XRF analyses showed an increase in iron oxide content and a decrease in calcium oxide with the addition of mill scale. XRD analyses confirmed the presence of compounds such as alite and portlandite, which are common in cementitious mortars. FTIR spectra confirmed the presence of functional groups through absorption bands associated with Si–O stretching. SEM images showed slight morphological changes in the composites as the amount of industrial lamination waste increased. The addition of industrial lamination waste affected the spread index and density of the mixtures, while water absorption by capillarity decreased in some formulations with mill scale. Concerning mechanical performance, the strength of the mortars varied with increasing amounts of industrial lamination waste.
Amorim et al. (2026) studied this question.