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Table 2 Mix design of mixtures.

From: Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes

Concrete type Mix proportions (kg/m3) W/B (−) Compressive strength
Cement (type) Fly ash Aggregates Sand Superplasticizer Water (MPa)
    8–10 mm 0-mm     
NSC 364 (32.5R) 979 812 200 0.55 33
MSC 350 (52.5N) 107 660 1073 205 0.45 54
HSC 480 (52.5N) 45 850 886 6 210 0.40 72