Table 5.
Concrete ID | Slump (mm) | Compressive Strength (MPa) | Splitting Tensile Strength (MPa) | |||
---|---|---|---|---|---|---|
7d | 14d | 28d | 90d | 28d | ||
Control | 85 | 75.06 | 83.60 | 86.81 | 92.52 | 58.93 |
SF5%C | 95 | 83.12 | 86.94 | 91.33 | 99.56 | 62.78 |
SF10%C | 55 | 93.11 | 98.54 | 105.82 | 109.69 | 69.87 |
SF15%C | 45 | 98.33 | 100.50 | 101.62 | 103.22 | 65.75 |
SF20%C | 35 | 93.86 | 98.13 | 101.48 | 102.72 | 65.43 |
SF25%C | 30 | 93.30 | 97.62 | 100.25 | 101.46 | 64.63 |
SF30%C | 25 | 91.15 | 94.23 | 95.88 | 98.31 | 62.62 |
FRHA5%C | 125 | 78.93 | 89.04 | 93.62 | 99.51 | 63.39 |
FRHA10%C | 100 | 97.63 | 99.97 | 101.97 | 106.88 | 68.09 |
FRHA15%C | 80 | 83.72 | 88.35 | 97.00 | 102.19 | 65.09 |
FRHA20%C | 48 | 82.02 | 85.18 | 88.67 | 91.88 | 58.53 |
FRHA25%C | 15 | 79.25 | 80.13 | 82.13 | 88.03 | 56.07 |
FRHA30%C | 15 | 74.85 | 78.95 | 80.90 | 81.91 | 52.18 |