USE OF WASTE GLASS IN CONCRETE AS A SUSTAINABLE AGGREGATE REPLACEMENT
DOI:
https://doi.org/10.55766/sujst9014Keywords:
Durability, Glass powder, Strength, WorkabilityAbstract
Using recycled glass as a fine aggregate substitute in concrete offers a sustainable solution for reducing environmental impact and promoting resource efficiency. This study explores the effects of partially replacing fine aggregate with crushed waste glass at 0%, 5%, 10%, 15%, and 20% by weight. Workability, compressive strength, split tensile strength, and durability were evaluated at curing periods of 7, 28, and 90 days. Results indicate that replacements up to 15% improve compressive and tensile strength, attributed to the pozzolanic activity of the glass particles. Beyond 15%, a strength reduction occurs, likely due to increased void content and the potential causes include increased void content, weaker particle bonding, or alkali-silica reaction (ASR) a reaction between reactive silica in glass and cement alkalis that can cause cracking. The decline in strength was determined from compressive strength tests at different curing ages. Workability increased with higher glass content due to the smooth surface and low absorption of glass. Durability tests showed enhanced resistance to environmental factors within the optimal replacement range. An ANOVA analysis confirmed the statistical significance of strength variations across replacement levels. Overall, incorporating up to 15% crushed waste glass as a fine aggregate is an effective, eco-friendly approach that maintains concrete performance while supporting sustainable construction practices.
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