Research Article
Determination of the Transport Properties of Structural Concrete Using AC Impedance Spectroscopy Techniques
Table 2
Diffusion coefficient correction factor.
| | Types of mineral admixtures | (Replacement ratio)/diffusion coefficient correction factor |
| | Fly ash | (20%) 1.2 | (40%) 1.3 | (60%) 1.7 | | Slag | (25%) 1.1 | (50%) 1.3 | (75%) 1.8 | | Silicon fume | (5%) 1.1 | (10%) 1.3 | (15%) 1.4 |
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