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Table 7 Elements analysis of specimens in weight % and atom %.

From: Investigating Various Factors Affecting the Long-Term Compressive Strength of Heat-Cured Fly Ash Geopolymer Concrete and the Use of Orthogonal Experimental Design Method

Elements

M13 (spectrum 1)

M14 (spectrum 2)

M15 (spectrum 3)

M16 (spectrum 4)

Weight, %

Atom, %

Weight, %

Atom, %

Weight, %

Atom, %

Weight, %

Atom, %

O

47.24

57.96

51.15

60.55

45.7

58.73

42.43

56.92

Na

38.31

32.71

43.42

35.78

8.28

7.41

1.45

1.36

Al

1.39

1.01

0.73

0.51

11.06

8.43

20.45

16.27

Si

8.97

6.27

4.64

3.13

34.19

25.03

27.24

20.82

K

4.09

2.05

0.06

0.03

0.77

0.4

8.42

4.62

Total

100.00

100.00

100.00

100.00

100.00

100.00

100.00

100.00

Si/Al Ratio

6.45

6.21

6.36

6.14

3.09

2.97

1.33

1.28