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Table 7 Splitting tensile strength test results.

From: Mechanical Properties of Energy Efficient Concretes Made with Binary, Ternary, and Quaternary Cementitious Blends of Fly Ash, Blast Furnace Slag, and Silica Fume

Specimen name

Splitting tensile strength (Unit: MPa)

Ratio of tensile strength at 7 days to strength at 28, 56 and 91 days

7 days

28 days

56 days

91 days

7/28

7/56

7/91

Group I

FA15

3.4

3.5

3.9

4.0

0.97

0.87

0.85

FA25

2.6

3.2

3.6

3.6

0.81

0.72

0.72

SF5

3.7

4.3

4.3

4.4

0.86

0.86

0.84

BS25 + FA25

2.2

3.8

4.4

4.5

0.58

0.50

0.48

BS30 + FA30

1.5

3.3

3.9

4.5

0.45

0.38

0.33

BS50

2.6

4.1

4.9

5.0

0.63

0.53

0.52

BS65 + SF5

2.1

3.7

4.3

4.8

0.57

0.49

0.44

Group II

FA25

3.3

4.0

4.1

4.2

0.83

0.80

0.79

SF5

3.9

4.4

4.6

4.8

0.87

0.85

0.81

BS25 + FA25

2.7

4.1

5.3

5.4

0.67

0.51

0.50

BS30 + FA30

2.2

4.0

4.6

4.9

0.55

0.48

0.45

BS50

2.9

4.7

5.4

5.5

0.62

0.54

0.53

BS65 + SF5

2.5

4.2

5.0

5.1

0.60

0.50

0.49

Group III

FA25 + SF5

4.2

5.3

5.9

5.9

0.79

0.71

0.71

SF5

4.9

5.1

5.2

5.9

0.96

0.94

0.83

BS25 + FA20 + SF5

3.5

4.8

5.9

6.0

0.73

0.66

0.58

BS30 + FA25 + SF5

2.8

5.3

5.4

5.6

0.53

0.52

0.50

BS45 + SF5

4.0

4.9

5.5

5.6

0.82

0.73

0.71

BS65 + SF5

3.0

4.9

5.0

5.2

0.61

0.60

0.58