Table 6 Durability factors of the twelve concrete samples.
Polymer ratio (%) | Durability factor (%) determined by Eq. (2) | ||
|---|---|---|---|
Cleanness level of ballast aggregates | |||
H-level | M-level | L-level | |
0 | 32.4 | 21.1 | 26.8 |
2 | 28.4 | 16.6 | 20.5 |
6 | 38.9 | 20.7 | 19.6 |
10 | 88.1 | 62.5 | 77.6 |