Research Article
Experimental Investigation of Neutralisation of Concrete with Fly Ash as Fine Aggregate in Freeze-Thaw Environment
Table 8
Calculated values of kF in FC mode.
| Number | Number of cycles (N) | Water cement ratio (w/c) | kF |
| S1-FC | 50 | 0.36 | 0.272 | S2-FC | 50 | 0.42 | 0.394 | S3-FC | 50 | 0.48 | 0.474 | S1-FC | 100 | 0.36 | 0.361 | S2-FC | 100 | 0.42 | 0.544 | S3-FC | 100 | 0.48 | 0.699 | S1-FC | 150 | 0.36 | 0.442 | S2-FC | 150 | 0.42 | 0.602 | S3-FC | 150 | 0.48 | 0.731 | S1-FC | 200 | 0.36 | 0.452 | S2-FC | 200 | 0.42 | 0.624 | S3-FC | 200 | 0.48 | 0.740 | S1-FC | 250 | 0.36 | 0.580 | S2-FC | 250 | 0.42 | 0.638 | S3-FC | 250 | 0.48 | 0.830 | S1-FC | 300 | 0.36 | 0.697 | S2-FC | 300 | 0.42 | 0.758 | S3-FC | 300 | 0.48 | 1.040 |
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