Review Article
Exploitation of Ultrahigh-Performance Fibre-Reinforced Concrete for the Strengthening of Concrete Structural Members
Table 3
UHPFRC mix design components [
15].
| Material | Typical range by weight of mix proportion |
| Cement | 610–1080 | Silica fume | 50–334 | Crushed quartz | 0–410 | Sand | 490–1390 | S.P. | 9–71 | Water | 126–261 | Steel fibres | 40–250 |
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