Research Article
Strengths and Failure Characteristics of Self-Compacting Concrete Containing Recycled Waste Glass Aggregate
Table 3
Concrete mix proportions.
| | Mix series | Mix code | Volume fraction% | Fine aggregate Kg/m3 | Coarse aggregate Kg/m3 | SP Kg/m3 | | Fine aggregates | Coarse aggregates | | | | | NFA | WGFA | NCA | WGCA |
| | CTR | FWG0CWG0 | 100 | 0 | 100 | 0 | 762.4 | 0 | 762.4 | 0 | 4.45 |
| | Series I | FWG20CWG0 | 80 | 20 | 100 | 0 | 609.9 | 161.4 | 762.4 | 0 | 4.39 | | FWG40CWG0 | 60 | 40 | 100 | 0 | 457.4 | 322.8 | 762.4 | 0 | 4.28 | | FWG60CWG0 | 40 | 60 | 100 | 0 | 305 | 484.2 | 762.4 | 0 | 3.90 | | FWG80CWG0 | 20 | 80 | 100 | 0 | 152.5 | 645.6 | 762.4 | 0 | 3.82 | | FWG100CWG0 | 0 | 100 | 100 | 0 | 0 | 807 | 762.4 | 0 | 3.76 |
| | Series II | FWG0CWG20 | 100 | 0 | 80 | 20 | 762.4 | 0 | 609.9 | 144.5 | 4.39 | | FWG0CWG40 | 100 | 0 | 60 | 40 | 762.4 | 0 | 457.4 | 289.1 | 4.33 | | FWG0CWG60 | 100 | 0 | 40 | 60 | 762.4 | 0 | 305 | 433.6 | 4.33 | | FWG0CWG80 | 100 | 0 | 20 | 80 | 762.4 | 0 | 152.5 | 578.2 | 4.29 | | FWG0CWG100 | 100 | 0 | 0 | 100 | 762.4 | 0 | 0 | 722.7 | 4.28 |
| | Series III | FWG20CWG20 | 80 | 20 | 80 | 20 | 609.9 | 161.4 | 609.9 | 144.5 | 4.28 | | FWG40CWG40 | 60 | 40 | 60 | 40 | 457.4 | 322.8 | 457.4 | 289.1 | 4.10 | | FWG60CWG60 | 40 | 60 | 40 | 60 | 305 | 484.2 | 305 | 433.6 | 3.93 | | FWG80CWG80 | 20 | 80 | 20 | 80 | 152.5 | 645.6 | 152.5 | 578.2 | 3.88 | | FWG100CWG100 | 100 | 0 | 100 | 0 | 807 | 0 | 722.7 | 0 | 3.76 |
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NCA: natural coarse aggregates; NFA: natural fine aggregates; WGCA: waste glass coarse aggregates; WGFA: waste glass fine aggregates.
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