Table 2 Concrete mix design.

From: Concrete-to-concrete shear friction behavior under cyclic loading: experimental investigation

Material

Specific gravity (SSD)

Water Abs (%)

Density (kg/m3)

Proportion (%)

Cement

3.15

–

154.8

14.63

Water

1.00

–

260

24.58

10 mm Aggregate

2.68

0.3

362

34.22

5 mm Aggregate

2.67

0.6

156.4

15.64

0–1 mm Dune sand

2.66

0.3

74.2

7.01

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