Research Article
Effects of Mixing and Curing Temperature on the Strength Development and Pore Structure of Fly Ash Blended Mass Concrete
Table 4
Compressive strength data of concretes.
| Concrete (summer) | Curing states | Compressive strength (MPa) | Concrete (Winter) | Curing states | Compressive strength (MPa) | 3 days | 7 days | 28 days | 91 days | 3 days | 7 days | 28 days | 91 days |
| OPC-S | Standard | 47.9 | 59.2 | 69.7 | 78.9 | OPC-W | Standard | 51.4 | 65.5 | 78.8 | 82.4 | Sealed | 43.8 | 54.6 | 60.5 | 69.7 | Sealed | 46.0 | 57.7 | 68.4 | 74.5 | 1.5 m-C | 51.7 | 55.8 | 60.3 | 60.9 | 1.5 m-C | 64.0 | 71.7 | 73.7 | 74.0 | 1.5 m-S | 47.9 | 49.2 | 59.2 | 60.3 | 1.5 m-S | 56.7 | 58.3 | 72.1 | 72.9 | 0.8 m-C | | | 54.9 | 58.7 | 0.8 m-C | | | 72.1 | 74.6 | 0.8 m-S | | | 56.3 | 59.5 | 0.8 m-S | | | 70.3 | 74.0 | 0.3 m-C | | | 57.8 | 62.6 | 0.3 m-C | | | 67.8 | 69.8 |
| BPC-S | Standard | 33.9 | 45.8 | 74.4 | 87.5 | BPC-W | Standard | 34.6 | 49.4 | 81.2 | 90.1 | Sealed | 33.8 | 41.0 | 63.9 | 81.0 | Sealed | 33.3 | 43.0 | 66.6 | 77.2 | 1.5 m-C | 60.7 | 63.8 | 64.6 | 69.3 | 1.5 m-C | 56.2 | 64.4 | 75.1 | 78.6 | 1.5 m-S | 48.5 | 58.0 | 62.6 | 65.7 | 1.5 m-S | 37.0 | 44.4 | 61.5 | 73.0 | 0.8 m-C | | | 67.5 | 70.1 | 0.8 m-C | | | 66.8 | 70.1 | 0.8 m-S | | | 64.2 | 69.4 | 0.8 m-S | | | 60.6 | 73.8 | 0.3 m-C | | | 67.7 | 70.4 | 0.3 m-C | | | 58.7 | 72.2 |
| FPC-S | Standard | 26.6 | 38.7 | 55.0 | 70.1 | FPC-W | Standard | 28.4 | 42.5 | 59.1 | 75.7 | Sealed | 22.8 | 34.5 | 48.9 | 65.4 | Sealed | 28.3 | 35.2 | 47.7 | 59.6 | 1.5 m-C | 46.9 | 52.7 | 55.5 | 54.0 | 1.5 m-C | 38.3 | 55.9 | 57.6 | 62.7 | 1.5 m-S | 39.9 | 46.8 | 52.3 | 55.5 | 1.5 m-S | 26.8 | 39.7 | 47.7 | 57.8 | 0.8 m-C | | | 50.8 | 56.1 | 0.8 m-C | | | 51.2 | 64.3 | 0.8 m-S | | | 53.5 | 58.7 | 0.8 m-S | | | 48.3 | 56.1 | 0.3 m-C | | | 55.0 | 59.2 | 0.3 m-C | | | 46.0 | 64.6 |
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