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Table 3 Fresh and hardened properties of test results

From: Efficiency of rice husk ash and fly ash as reactivity materials in sustainable concrete

Group

Mix No.

Slump

(mm)

Air content

(%)

Compressive strength

(MPa)

Splitting tensile strength

(MPa)

Flexural strength

(MPa)

Bond strength

(MPa)

Modulus of elasticity

(GPa)

Water permeability × 10−10

(cm s−1)

3 d

7 d

28 d

60 d

90 d

28 d

28 d

28 d

28 d

28 d

I

M1

85

2.3

12.4

23.3

31.1

32.9

34.5

3.1

4.5

5.0

22.4

8.5

M2

75

1.9

15.2

28.2

37.5

39.8

41.7

3.7

5.5

6.0

27.0

5.6

M3

70

1.7

14.4

26.9

35.7

37.9

39.7

3.5

5.2

5.7

25.7

5.3

M4

65

1.6

12.9

24.2

32.1

34.2

35.8

3.2

4.7

5.2

23.1

4.8

M5

80

2.0

14.1

26.2

34.9

37.3

39.1

3.4

5.0

5.6

25.1

5.9

M6

75

1.9

14.6

27.2

36.1

38.8

40.5

3.5

5.3

5.8

26.0

5.5

M7

70

1.8

12.8

23.9

31.7

33.9

35.5

3.1

4.6

5.1

22.8

5.1

II

M8

90

1.9

37.1

55.2

73.5

78.6

82.3

6.7

10.8

12.2

41.0

5.2

M9

100

1.5

46.3

67.5

89.3

95.7

100.1

8.1

13.1

14.8

45.3

3.9

M10

110

1.3

45.3

66.0

87.1

93.4

97.6

7.9

12.9

14.5

44.1

3.8

M11

115

1.2

41.1

59.8

78.9

84.6

88.5

7.2

11.6

13.1

42.3

3.6

M12

110

1.6

45.1

65.6

86.8

93.8

98.1

7.7

12.8

14.4

43.9

4.2

M13

115

1.5

45.6

66.5

87.9

95.1

99.4

8.0

13.0

14.6

44.7

4.0

M14

120

1.4

40.5

58.9

77.9

84.3

88.1

7.1

11.5

13.0

42.1

3.8

III

M15

95

1.7

43.0

61.1

80.8

87.2

91.2

6.9

11.9

13.7

42.4

4.2

M16

115

1.4

52.1

72.7

94.7

102.4

107.0

7.9

14.1

16.1

46.5

3.0

M17

120

1.2

50.8

70.6

92.2

99.6

104.2

7.7

13.7

15.7

45.8

2.8

M18

130

1.1

48.1

66.8

87.2

94.3

98.6

7.3

13.0

14.8

44.5

2.7

M19

120

1.5

49.9

69.4

90.8

98.9

103.5

7.6

13.5

15.4

45.4

3.4

M20

125

1.3

51.1

70.8

92.9

101.3

105.9

7.8

13.8

15.8

46.1

3.1

M21

135

1.2

47.7

66.1

86.7

93.7

98.9

7.2

12.9

14.7

43.9

3.0