Table 2.
Mix design (kg/m3).
| Mix no. | w/c | Water | Cement | Fine Aggregate | Coarse Aggregate | Superplasticizer |
|---|---|---|---|---|---|---|
| A | 0.35 | 189.4 | 558.0 | 908.0 | 700.0 | 5.6 |
| B | 0.55 | 217.0 | 395.0 | 908.0 | 780.0 | 0 |
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