From: Time and Crack Effect on Chloride Diffusion for Concrete with Fly Ash
Averaged crack width | Increasing ratios- H grade | Increasing ratios- N grade | ||||
---|---|---|---|---|---|---|
56 days | 180 days | 365 days | 56 days | 180 days | 365 days | |
0.05 | 1.000 | 0.616 | 0.215 | 1.000 | 0.579 | 0.267 |
0.15 | – | 0.625 | 0.260 | 0.792 | 0.626 | 0.291 |
0.25 | 1.141 | 0.630 | 0.231 | 0.736 | 0.599 | 0.283 |
0.35 | 1.514 | – | – | 1.070 | 0.800 | 0.399 |
0.45 | 1.263 | 0.773 | 0.388 | 1.897 | 0.854 | 0.352 |
0.55 | 1.946 | 0.873 | 0.432 | 1.801 | 0.945 | 0.566 |
0.65 | 1.906 | 0.778 | – | 2.049 | – | – |
0.75 | 1.846 | 0.915 | – | 2.316 | – | 0.524 |
0.85 | – | – | – | – | – | 0.695 |
0.95 | – | – | 0.633 | – | 1.464 | – |
1.05 | 2.120 | – | 0.561 | – | 1.459 | – |
1.15 | – | – | 0.670 | – | – | – |
1.25 | – | – | 1.138 | – | 1.522 | – |
1.35 | – | 2.946 | – | – | – | – |