Research Article
Prediction of Time-Dependent Chloride Diffusion Coefficients for Slag-Blended Concrete
Table 2
Mixing proportions of concrete [
15].
| | | Water | Cement (kg/m3) | Slag (kg/m3) | Sand (kg/m3) | Gravel (kg/m3) | Superplasticizer (% of binder) |
| 0.37 | 0 | 168 | 454 | 0 | 767 | 952 | 1% | 0.42 | 0 | 168 | 400 | 0 | 787 | 976 | 0.9% | 0.47 | 0 | 168 | 357 | 0 | 838 | 960 | 0.85% | 0.37 | 0.3 | 168 | 318 | 136 | 762 | 946 | 0.8% | 0.42 | 0.3 | 168 | 280 | 120 | 783 | 972 | 0.75% | 0.47 | 0.3 | 168 | 250 | 107 | 835 | 956 | 0.65% | 0.37 | 0.5 | 168 | 227 | 227 | 760 | 943 | 0.75% | 0.42 | 0.5 | 168 | 200 | 200 | 780 | 969 | 0.7% | 0.47 | 0.5 | 168 | 178 | 179 | 832 | 853 | 0.6% |
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to binder ratio. to binder ratio.
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