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According to Glasser’s statement, the Ca/Si ratio of this nearly amorphous product can vary, ranging approximately from 0.8 to 2.0. The hydration of Portland cement at or near ambient temperature produces more than 50% of a calcium silicate hydrate (C–S–H phase). The C–S–H phase, the basis for the structure of concrete materials, is thermodynamically stable in the given temperature range (mainly up to 25 ☌). Therefore, there is a concern that the changed mineralogical composition may be unstable due to the nature of the changes and will also affect the characteristics of concrete and other building materials. Along with industrial and technological changes, the soil substrate geology changes in built-up areas. The durability of these materials depends on the phase and thermodynamic transformations that occur in their structure (presence and number of crystalline and amorphous phases). The main objective of this paper is to present the properties of new types of sand–lime bricks made of glass components and to determine which basic properties occurred during and after the replacement of crystalline quartz sand (90% OS) by recycled glass sand (90% GS). The reference sample contained α-quartz, zeolite, tobermorite 9A, and calcium aluminum silicate (Ca 2Al 4Si 12O 32), whereas the samples modified with glass sand, the presence of phases such as α-cristobalite, natrolite, tobermorite 11A, gyrolite, and analcite was recorded. The results of the modifications also indicate changes in the structure of the new bricks. The results show the bulk density increase to the value of 1.75 kg/dm 3, which increases the acoustic performance of the new products. Laboratory tests were performed on samples with dimensions of 50 × 50 × 50 mm. Scanning electron microscopy coupled with energy dispersive spectrometry SEM/EDS was used to study the microstructure, whereas the XRD analysis was applied to examine the structures. The results show that the compressive strength was higher than that of traditional bricks. Glass sand was added to the silicate mass as a modification.
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An orthogonal compositional plan type 3k (with k = 2), that is, a full two-factor experiment was applied in order to carry out the compressive strength and bulk density tests. Silicate materials were assessed on the basis of their compressive property. Valorization of by-products and the use of secondary materials in the production of building materials have attracted a lot of attention. Far-reaching technological progress, manufacturing, and rapidly advancing globalization dictate new conditions for the development and changes in the construction industry.