Research Article
Experimental Investigation of Neutralisation of Concrete with Fly Ash as Fine Aggregate in Freeze-Thaw Environment
Table 7
Calculation results of the influence coefficient (λF).
| | Carbonation time (d) | 5 | 10 | 15 | 20 | 25 | 30 |
| | S1-FC | 1.61 | 1.50 | 1.88 | 2.04 | 2.44 | 2.60 | | S2-FC | 1.54 | 1.81 | 1.75 | 1.89 | 1.72 | 1.92 | | S3-FC | 1.58 | 1.65 | 1.58 | 1.65 | 1.76 | 1.88 | | S1-CF | 1.00 | 0.77 | 1.11 | 1.33 | 1.48 | 1.65 | | S2-CF | 1.00 | 0.88 | 1.14 | 1.27 | 1.21 | 1.68 | | S3-CF | 1.00 | 0.86 | 1.04 | 1.16 | 1.32 | 1.58 |
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