Research Article
Damage and Degradation of Concrete under Coupling Action of Freeze-Thaw Cycle and Sulfate Attack
Table 5
Element content of corrosion products.
| ā | Element | Content (%) | SD (%) | Atom (%) |
| I | C | 7.63 | 0.2 | 15.21 | O | 29.02 | 0.93 | 43.44 | Na | 1.43 | 0.39 | 1.49 | Al | 1.78 | 0.31 | 1.58 | Si | 6.51 | 0.33 | 5.55 | S | 4.65 | 0.3 | 3.48 | Ca | 4.65 | 0.3 | 3.48 |
| II | C | 10.09 | 0.25 | 17.89 | O | 37.66 | 0.75 | 50.14 | Na | 0.89 | 0.39 | 0.83 | Al | 3.99 | 0.31 | 3.15 | Si | 9.45 | 0.34 | 7.17 | S | 5.07 | 0.32 | 3.37 | Ca | 32.84 | 0.69 | 17.45 |
| III | C | 11.78 | 0.36 | 20.83 | O | 35.85 | 1.21 | 47.60 | Na | 0.54 | 0.59 | 0.50 | Al | 3.03 | 0.48 | 2.39 | Si | 9.89 | 0.51 | 7.48 | S | 4.37 | 0.49 | 2.90 | Ca | 34.54 | 1.05 | 18.41 |
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