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Table 5 Compressive strength and modulus of elasticity.

From: Effects of Redispersible Polymer Powder on Mechanical and Durability Properties of Preplaced Aggregate Concrete with Recycled Railway Ballast

Sample

Compressive strength (MPa)

Modulus of elasticity (GPa)

Curing time

ACI Committee 318 (2014)

ASTM C469 (2014)

2 h

3 h

4 h

28 days

Average

St. dev.

Average

St. dev.

Average

St. dev.

Average

St. dev.

C-0

23.5

0.86

59.8

3.40

 

C-2

25.8

1.63

56.6

2.81

 

C-6

17.1

1.07

54.9

1.18

 

C-10

10.3

0.13

45.4

0.75

 

C-H-0

13.8

0.68

38.7

2.76

29.4

73.6

C-H-2

9.91

0.77

35.3

2.34

28.1

27.0

C-H-6

9.49

0.86

32.4

0.65

26.9

25.0

C-H-10

 

11.1

2.10

29.8

2.44

25.8

31.8

C-M-0

12.7

2.61

 

33.0

6.70

27.1

66.1

C-M-2

8.63

2.74

 

23.0

1.59

22.7

20.3

C-M-6

7.28

1.59

20.1

1.32

21.2

27.2

C-M-10

8.01

0.82

25.3

1.57

23.8

90.8

C-L-0

8.27

1.62

32.6

3.45

27.0

57.0

C-L-2

9.86

1.51

34.3

1.58

27.7

27.0

C-L-6

 

6.84

1.09

33.6

2.13

27.4

26.5

C-L-10

 

5.94

0.39

22.0

2.61

22.1

45.1