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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