Table 2.
Properties of the concrete cylinders used in this study.
| W/C | SV/AV | Mixture Proportion [kg/m3] | ||||
|---|---|---|---|---|---|---|
| W | C | S | G | AE | ||
| 0.375 | 0.405 | 165 | 440 | 701 | 1049 | 3.08 |
Note W/C: water-to-cement ratio, SV: volume of sand, AV: volume of aggregates, W: water, C: Portland cement type I, S: sand, G: gravel, AE: high performance air-entraining agent.