Research Article
Experiment Analysis of Concrete’s Mechanical Property Deterioration Suffered Sulfate Attack and Drying-Wetting Cycles
Table 5
Pore distribution of DW-2 exposed to drying-wetting cycles with sulfate attack.
| Pore volume (mm3) | Sulfate attack period (day) | 0 days | 21 days | 42 days | 63 days |
| 0–0.5 | 266 | 103 | 64 | 81 | 0.5–1.0 | 239 | 233 | 137 | 237 | 1.0–2.5 | 137 | 173 | 176 | 183 | 2.5–5.5 | 162 | 166 | 173 | 186 | 5.5–10 | 140 | 155 | 171 | 140 |
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