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Table 1 Mixtures summary. Adapted after Sovják et al. (2013); Kolář et al. (2015); Luccioni et al. (2017); Ranade et al. (2015), respectively.

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
  1. 1 High-range water reducer
  2. 2 Relative to the dry mixture’s weight