Research Article
Investigation of Fresh and Hardened Characteristics of Self-Compacting Concrete with the Incorporation of Ethylene Vinyl Acetate and Steel-Making Slag
Table 9
Hardened properties of SCC.
| | Concrete Mix | No. of samples tested | Strength (N/mm2) | | Compressive | Split tensile | Flexural | Elastic modulus | | Mean | COV (%) | Mean | COV (%) | Mean | COV (%) | Mean | COV (%) |
| | E0 | 3 | 22.6 | 3.2 | 2.37 | 1.5 | 2.58 | 1.2 | 24012 | 0.9 | | E1 | 3 | 23.2 | 2.8 | 2.43 | 1.9 | 2.65 | 1.8 | 24842 | 1.2 | | E2 | 3 | 24.1 | 1.9 | 2.54 | 1.9 | 2.69 | 1.7 | 25356 | 0.7 | | E3 | 3 | 24.5 | 2.7 | 2.60 | 2.3 | 2.71 | 2.3 | 25804 | 0.7 | | E4 | 3 | 24.9 | 2.8 | 2.33 | 2.5 | 2.78 | 1.7 | 26112 | 0.8 | | E5 | 3 | 25.3 | 1.4 | 2.46 | 1.8 | 2.81 | 1.6 | 26612 | 1.1 | | E6 | 3 | 25.8 | 1.8 | 2.53 | 1.7 | 2.86 | 1.7 | 27109 | 0.9 | | E7 | 3 | 26.6 | 1.3 | 2.14 | 1.7 | 2.89 | 1.4 | 27625 | 0.8 | | E8 | 3 | 26.9 | 1.6 | 2.22 | 1.2 | 2.92 | 2.4 | 27980 | 1.1 | | E9 | 3 | 27.1 | 2.1 | 2.31 | 1.1 | 2.96 | 1.1 | 28219 | 0.8 |
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