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Table 7 Modeling the surface chloride concentration versus exposure time.

From: Effect of Wet Curing Duration on Long-Term Performance of Concrete in Tidal Zone of Marine Environment

Sample

Curing

k

R 2

NPC

27-D

7.00E−09

0.95

6-D

4.00E−09

0.79

3-D

4.00E−09

0.83

1-D

4.00E−09

0.95

0-D

4.00E−09

0.99

SFC

27-D

4.00E−09

0.77

6-D

1.00E−09

0.95

3-D

2.00E−09

0.91

1-D

2.00E−09

0.76

0-D

6.00E−09

0.98