Research Article
Evaluation of Strengths from Cement Hydration and Slag Reaction of Mortars Containing High Volume of Ground River Sand and GGBF Slag
Table 7
Compressive strengths of GGBF slag mortars obtained from the slag reaction.
| | Mixtures | Compared mortar | Compressive strength obtained from slag reaction (MPa) | | 3 days | 7 days | 28 days | 90 days | 180 days |
| | LGGBF40 | LGGBF40-LGRS40 | 1.9 | 4.2 | 14.7 | 19.8 | 25.1 | | LGGBF50 | LGGBF50-LGRS50 | 1.6 | 5.5 | 16.7 | 21.7 | 27.4 | | LGGBF60 | LGGBF60-LGRS60 | 2.0 | 3.4 | 16.2 | 23.9 | 29.0 | | MGGBF40 | MGGBF40-MGRS40 | 3.5 | 8.1 | 21.8 | 32.3 | 35.8 | | MGGBF50 | MGGBF50-MGRS50 | 2.5 | 7.4 | 22.9 | 32.7 | 36.9 | | MGGBF60 | MGGBF60-MGRS60 | 2.0 | 7.9 | 25.4 | 36.0 | 42.2 | | SGGBF40 | SGGBF40-SGRS40 | 6.1 | 14.6 | 34.4 | 46.1 | 46.7 | | SGGBF50 | SGGBF50-SGRS50 | 6.0 | 15.0 | 35.4 | 46.4 | 47.0 | | SGGBF60 | SGGBF60-SGRS60 | 5.9 | 18.0 | 37.9 | 49.4 | 53.9 |
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