Research Article
Evaluation of Strengths from Cement Hydration and Slag Reaction of Mortars Containing High Volume of Ground River Sand and GGBF Slag
Table 4
Mix proportions of mortars by weight.
| Mixture | PC | GRS | GGBF Slag | Fine aggregate | W/B | Flow (%) |
| PC | 1.0 | — | — | 2.75 | 0.54 | 107 | LGRS40 | 0.6 | 0.4 | — | 2.75 | 0.53 | 106 | LGRS50 | 0.5 | 0.5 | — | 2.75 | 0.54 | 105 | LGRS60 | 0.4 | 0.6 | — | 2.75 | 0.54 | 105 | MGRS40 | 0.6 | 0.4 | — | 2.75 | 0.54 | 111 | MGRS50 | 0.5 | 0.5 | — | 2.75 | 0.55 | 105 | MGRS60 | 0.4 | 0.6 | — | 2.75 | 0.54 | 113 | SGRS40 | 0.6 | 0.4 | — | 2.75 | 0.53 | 106 | SGRS50 | 0.5 | 0.5 | — | 2.75 | 0.54 | 115 | SGRS60 | 0.4 | 0.6 | — | 2.75 | 0.55 | 111 | LGGBF40 | 0.6 | — | 0.4 | 2.75 | 0.53 | 106 | LGGBF50 | 0.5 | — | 0.5 | 2.75 | 0.53 | 112 | LGGBF60 | 0.4 | — | 0.6 | 2.75 | 0.55 | 112 | MGGBF40 | 0.6 | — | 0.4 | 2.75 | 0.54 | 114 | MGGBF50 | 0.5 | — | 0.5 | 2.75 | 0.54 | 113 | MGGBF60 | 0.4 | — | 0.6 | 2.75 | 0.53 | 114 | SGGBF40 | 0.6 | — | 0.4 | 2.75 | 0.53 | 106 | SGGBF50 | 0.5 | — | 0.5 | 2.75 | 0.53 | 115 | SGGBF60 | 0.4 | — | 0.6 | 2.75 | 0.53 | 115 |
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