2017
DOI: 10.14445/23488352/ijce-v4i1p104
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Predictive Models for Compressive Strength of Concrete Produced with Waste Glass as Replacement for Aggregates

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“…They concluded that the ideal replacement level of glass waste is 10%. On the other hand, Nwofor and Ukpaka (2017) studied the replacement of fine and coarse aggregates by waste glass at percentages of 20%, 40%, 60% and 80%. They found that the optimal replacement in both cases (fine and coarse) was 20% compared to the other percentages.…”
Section: Introductionmentioning
confidence: 99%
“…They concluded that the ideal replacement level of glass waste is 10%. On the other hand, Nwofor and Ukpaka (2017) studied the replacement of fine and coarse aggregates by waste glass at percentages of 20%, 40%, 60% and 80%. They found that the optimal replacement in both cases (fine and coarse) was 20% compared to the other percentages.…”
Section: Introductionmentioning
confidence: 99%