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Table 3 Experimental results for apparent diffusion coefficient and surface chloride concentration.

From: Probabilistic Analysis of the Durability of Piles with Microcracks Under Chloride Attack

Crack width (mm) Averaged diffusion coefficient (m2/s) × 10–12 Surface chloride concentration (kg/m3)
0 0.64 3.21
0.01 0.74 3.33
0.03 0.92 3.35
0.05 1.13 3.36
0.08 1.39 3.43
0.11 1.65 3.45
0.14 1.98 3.54
0.16 2.39 3.78
0.18 3.09 3.92
0.22 3.50 4.00
0.26 4.10 4.12
0.30 4.62 4.24