From: Energy-Based Approach for Studying Fibre-Reinforced Concrete Subjected to Impact Loading
Constituents | Mixtures | |||
---|---|---|---|---|
HSC | DM | L | R | |
Cement 42.5 R | 1.00 | 1.00 | 1.00 | 1.00 |
Silica fume | 0.10 | 0.10 | 0.39 | |
Silica flour | 0.25 | 0.28 | ||
Ground limestone | 0.07 | |||
Aggregate (mm) | ||||
0.1/0.6 | 0.70 | |||
0.1/1.2 | 1.60 | |||
0/4 | 3.05 | 0.67 | ||
4/8 | 1.95 | 1.18 | ||
HRWR\(^1\) | 0.01 | 0.01 | 0.013 | 0.02 |
Anti-foaming agent | 0.001 | |||
Water | 0.46 | 0.1\(^2\) | 0.30 | 0.38 |