Abstract:
Systematic reuse of industrial debris is a crucial component that helps shape the
sustainable construction system and green technology. The effective
optimization of waste ceramic and glass fines into concrete mixes, as partial
replacements of natural sand by volume, has been used in this study to explore
the mechanical properties of ceramic recycled aggregate (CRA) and glass
recycled aggregate (GRA) concrete at higher temperatures. The study comprises
17 types of concrete mixtures comprised of normal concrete (NC) along with 8
different mixes from both GRA and CRA concrete. In both types of GRA and CRA
concrete, the sand replacement (by volume) ratios are similar. This paper
highlights NC along with the volumetric replacements of sand as 5%, 10%, 15%,
20%, 25%, 30%, 35%, and 40% in other mixes. A total of 306 cylinders were
made whereas 18 cylinders for NC and each group (GRA and CRA) included
n=18 cylinders. Selected temperatures were 25°C, 100°C, 200°C, 400°C, 600°C,
and 800°C to determine the overall mechanical and chemical alterations in NC
and recycled concrete. The study reveals that increasing the addition of recycled
glass and ceramic fines improves the overall compressive strength, and tensile
strength compared to normal concrete. Higher replacement of ceramic and glass
fines reduces the cracks and enhances the durability of concrete. In addition,
more strength reduction was noticed in NC with increasing temperatures, while
the reduction rate was slower in both GRA and CRA concrete. Furthermore, the
study expounds that, by exploiting the ceramic and glass wastes (as fines) into
concrete would result in two-way environmental advantages. One is, it would
reduce the hazardous ceramic and glass landfills while the other is, it would
minimize the frequency of sand mining.
