Table 6 Values of the factor (Yoo et al. 2006; Edvardsen et al. 2006).
From: Influence of Curing-Form Material on the Chloride Penetration of Off-Shore Concrete
Plain concrete (max 115.1 %) | MSF concrete (max 125.5 %) | FA concrete (max 121.6 %) | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Standard | Steel | Wood | Coating wood | Poly-propylene | Standard | Steel | Wood | Coating wood | Poly-propylene | Standard | Steel | Wood | Coating wood | Poly-propylene | |
\( A_{{c_{s,cl} }} \) | 7.76 % | 8.96 % | 7.46 % | ||||||||||||
\( D_{0,cl}^{c} \) | 21.1 | 20.6 | 19.3 | 19.7 | 20.2 | 13.1 | 14.2 | 13.6 | 13.4 | 12.3 | 19.8 | 18.9 | 17.7 | 17.5 | 18.0 |
\( R_{0,cl}^{c} \) | 0.001502 | 0.001539 | 0.001643 | 0.001609 | 0.001569 | 0.002420 | 0.002233 | 0.002331 | 0.002366 | 0.002578 | 0.001601 | 0.001677 | 0.001791 | 0.001812 | 0.001761 |
\( t_{i}^{d} \) | 21.1 | 22.0 | 24.3 | 23.6 | 22.6 | 40.5 | 35.7 | 38.2 | 39.1 | 44.8 | 24.1 | 26.0 | 28.8 | 29.3 | 28.1 |