Valorization of Powder Obtained from Marble Sludge Waste and Its Suitability as a Mineral Filler

• Published in: Crystals (Basel) Vol. 11; no. 6; p. 619
• Main Authors: Benjeddou, Omrane, Alwetaishi, Mamdooh
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.06.2021
• Subjects: Admixtures; Analytical chemistry; Atterberg limits; Calcite; Calcium carbonate; Cement; Chemical analysis; Clay minerals; Concrete mixing; Concrete properties; Construction materials; environment; filler; Fillers; Hydraulics; Manufacturing; Marble; marble sludge waste; Mechanical properties; Methylene blue; Mineralogy; Particle size; Physical properties; Rheology; Sludge; valorization; Tunisia
• ISSN: 2073-4352; 2073-4352
• DOI: 10.3390/cryst11060619

Stone industry has generated about 200 million tons of marble waste by marble processing industries whether in the form of sludge or solid blocks. The accumulated marble wastes contaminate water and air and have harmful effects on human health, plants, and animals. This study focuses on exploring the uses of powder obtained by drying and grinding marble sludge waste, generated from marble manufacturing processes, as a mineral filler for other construction materials. First, physical characterization was performed on marble sludge. Second, the powder preparation process was presented. Thereafter, a set of tests was carried out to identify the chemical, mineralogical, and physical properties of marble powder. By doing so, tests such as chemical analysis, calcium carbonate content, and methylene blue test, as well as mineralogical characterization using X-ray diffraction (XRD), Atterberg limits, particle size analysis, densities, Blaine specific surface, hydraulic property, as well as reaction with admixture, cement, and activity index were conducted. In the last part of this work, the obtained powder properties are compared to the standards requirements to confirm its suitability as mineral filler. The test results showed that the obtained marble powder is too rich in calcite; it is poor of any clay minerals fraction; it is very well graded; it is not reactive; and it does not have any effects on concrete strength; consequently, it can be considered as a mineral filler.