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 |