Table 7 Values obtained in Phase II.

From: Enhancing high-performance concrete sustainability: integration of waste tire rubber for innovation

Cylindrical CPs

11 cm × 21 cm

fc

(MPa)

fct.sp (MPa)

56 days

224 days

56 days

REFERENCE2

37

52.11

3.86

35.76

59.22

4.58

35.42

57.63

4.14

Average ± deviation

36.06 ± 0.83

56.32 ± 3.73

4.19 ± 0.36

Coefficient of variation

2.37%

7.00%

8.59%

Tb < 0.6 mm

30.61

54.34

4.14

28.77

52.64

4.21

26.68

53.57

5.02

Average ± deviation

28.69 ± 1.97

53.52 ± 0.85

4.46 ± 0.49

Coefficient of variation

6.87%

1.59%

10.99%

Tb = 0.6 mm

39.33

60.11

3.86

28.76

54.79

4.66

32.39

56.41

5.25

Average ± deviation

33.49 ± 5.37

57.10 ± 2.73

4.59 ± 0.70

Coefficient of variation

16.03%

4.78%

15.25%

Tb > 0.6 mm

38.42

48.24

4.04

36.57

56.05

4.92