Table 3 Mix design of mortars (kg/m3).
Specimen | Water (kg/m3) | Cement (kg/m3) | Sand (kg/m3) | Gravel (kg/m3) | Glass (kg/m3) | Superplasticizer (kg/m3) | Silane (kg/m3) |
|---|---|---|---|---|---|---|---|
0% | 286 | 609 | 548 | 822 | 0 | 0.5 | – |
33% | 286 | 609 | 548 | 551 | 256 | 0.4 | – |
66% | 286 | 609 | 548 | 280 | 512 | 0.3 | – |
100% | 286 | 609 | 548 | 0 | 776 | 0.2 | – |
0% + H | 282 | 609 | 548 | 822 | 0 | 0.5 | 6.77 |
33% + H | 282 | 609 | 548 | 551 | 256 | 0.4 | 6.77 |
66% + H | 282 | 609 | 548 | 280 | 512 | 0.3 | 6.77 |
100% + H | 282 | 609 | 548 | 0 | 776 | 0.2 | 6.77 |