Research Article
Evolution of Durable High-Strength Flowable Mortar Reinforced with Hybrid Fibers
Table 5
Mortar mixes proportions.
| | Index | Cement | Silica fume | Water | SP | Sand | W+S P/B | Steel fibre | Palm fibre | Synthetic fibre | Flow | | (Kg/m3) | (Kg/m3) | (Kg/m3) | (%) | (Kg/m3) | | (%) | (%) | (Barchip) | (mm) |
| | M0 | 550 | 55 | 260 | 1.8 | 1410 | 0.43 | 0 | — | — | 160 | | M1 | 550 | 55 | 260 | 1.8 | 1410 | 0.43 | 0.25 | — | — | 155 | | M2 | 550 | 55 | 260 | 1.8 | 1410 | 0.43 | 0.50 | — | — | 145 | | M3 | 550 | 55 | 260 | 1.8 | 1410 | 0.43 | 0.75 | — | — | 145 | | M4 | 550 | 55 | 260 | 2.0 | 1410 | 0.43 | 1.00 | — | — | 155 | | M5 | 550 | 55 | 260 | 2.0 | 1410 | 0.43 | 1.25 | — | — | 150 | | M6 | 550 | 55 | 260 | 2.0 | 1410 | 0.43 | 1.50 | — | — | 150 | | M7 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.75 | — | — | 145 | | M8 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 2.00 | — | — | 140 | | M9 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.75 | 0.25 | — | 140 | | M10 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.50 | 0.50 | — | 145 | | M11 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.25 | 0.75 | — | 145 | | M12 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.0 | 1.0 | — | 150 | | M13 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.0 | 0. 5 | 0. 5 | 145 | | M14 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.25 | 0.5 | 0.25 | 145 | | M15 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.25 | 0.25 | 0.5 | 145 | | M16 | 550 | 55 | 260 | 2.2 | 1410 | 0.43 | 1.5 | 0.25 | 0.25 | 140 |
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