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Table 5 Mix design

From: Effect of Wollastonite Microfibers and Waste Tire Rubber on Mechanical Properties of Concrete

Mix design

Water/cement ratio

Water (kg)

Cement (kg)

Gravel (kg)

Sand (kg)

Wollastonite microfibers (kg)

Wollastonite %

Waste tire rubber (kg)

Waste tire rubber (%)

W0R0

0.50

192

368

770

1053

0

0

0

0

W5R0

0.50

192

368

770

1053

18.4

5

0

0

W10R0

0.50

192

368

770

1053

36.8

10

0

0

W15R0

0.50

192

368

770

1053

55.20

15

0

0

W20R0

0.50

192

368

770

1053

73.6

20

0

0

W20R3

0.50

192

368

770

1021.41

73.6

20

31.59

3

W20R5

0.50

192

368

770

1000.35

73.6

20

52.65

5

W20R7

0.50

192

368

770

979.29

73.6

20

73.71

7

W20R10

0.50

192

368

770

947.7

73.6

20

105.3

10