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Table 5 Results of compressive strength, semi-adiabatic test, and RCPT test.

From: Mass Concrete Placement of the Offshore Wind Turbine Foundation: A Statistical Approach to Optimize the Use of Fly Ash and Silica Fume

Mix no.

7-day compressive strength (MPa)

28-day compressive strength (MPa)

Temperature rise

(oC)

Time to reach the peak temperature (h)

Charge passed (Coulomb)

1

47.5

59.4

10.46

47.17

1060

2

45.2

57.6

10.42

51.83

988

3

36.2

54.4

7.89

49.73

1396

4

59.9

64.2

13.77

29.18

925

5

52.5

60.2

10.64

27.90

689

6

46.8

58.2

8.95

35.90

934

7

60.4

73.6

12.02

22.27

837

8

53.4

65.8

9.67

20.01

522

9

51.9

67.5

8.73

20.62

1013

10

41.4

57.2

11.01

51.40

1480

11

36.3

49.8

10.05

53.45

1216

12

36.1

40.8

9.21

54.58

1548

13

50.9

59.1

11.96

30.18

1120

14

47.5

55.2

10.15

29.01

988

15

40.9

45.9

9.54

31.52

1092

16

59.0

62.8

11.12

20.58

924

17

54.9

60.0

10.74

18.43

760

18

49.6

54.5

9.34

19.27

953

19

36.9

49.5

9.39

55.73

20

34.2

45.6

8.59

58.89

21

32.4

41.1

8.58

59.90

22

42.1

60.1

10.39

24.63

23

36.7

55.1

8.81

25.30

24

30.8

50.6

7.64

26.73

25

42.3

57.4

9.93

19.18

26

41.1

56.6

9.52

21.01

27

38.3

45.9

8.73

21.48