Research Article
Degradation Behavior of Concrete after Freeze-Thaw Cycles and Then Exposure to High Temperatures
Table 1
Mixture proportions of concrete specimens.
| Cement (kg/m3) | Water (kg/m3) | Coarse aggregate (kg/m3) | Fine aggregate (kg/m3) | Fly ash (kg/m3) |
| 320 | 180 | 870 | 870 | 90 |
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