Table 1 Mix propositions and outline of the experimental program.

From: Mechanical performance of sustainable concrete containing industrial waste admixtures of SF, FA, CCI, and crushed quartz at different water–binder ratios

Mix ID

W/B

Cement, C (kg)

Fine aggregate (kg)

Silica fume, SF (kg)

Fly ash, FA (kg)

Crushed quartz powder, QP (kg)

Cooler cast iron, CCI (kg)

Viscocret 3425 (kg)

M1S1P1

0.36

375

1700

125

12.5

2.5

M1S2F1P1

94

31

5.0

M1S3F2P1

31

94

7.5

M1S4F3Q1P1

47

47

31

7.5

M1F2Q1P1

94

31

10.0

M2S1P2

0.41

400

1700

100

10

2.5

M2S2F1P2

75

25

5.0

M2S3F2P2

25

75

7.5

M2S4F3Q1P2

37.5

37.5

25

7.5

M2F2Q1P2

75

25

10.0

M3S1P3

0.46

425

1700

75

7.5

2.5

M3S2F1P3

56.25

18.75

5.0

M3S3F2P3

18.75

56.25

7.5

M3S4F3Q1P3

28.12

28.12

18.75

7.5

M3F2Q1P3

56.25

18.75

10.0