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Table 6 Compressive strength results (Unit: MPa).

From: Mechanical Behavior of Recycled Fine Aggregate Concrete with High Slump Property in Normal- and High-Strength

Specimen ID

3 days

7 days

28 days

190 days

Measured

Avg. (COV)

Measured

Avg. (COV)

Measured

Avg. (COV)

Measured

Avg. (COV)

30-R0

18.6/17.6/19.2

18.5 ± 0.7 (3.8%)

25.5/25.9/25.8

25.7 ± 0.2 (0.8%)

45.4/47.5/47.7

46.9 ± 1.0 (2.1%)

49.0/59.8/57.1

55.3 ± 4.6 (8.3%)

30-R15

16.4/16.8/16.8

16.7 ± 0.2 (1.2%)

24.0/24.8/24.9

24.6 ± 0.4 (1.6%)

45.0/41.7/42.6

43.1 ± 1.4 (3.2%)

49.4/50.2/-

49.8 ± 0.4 (0.8%)

30-R30

15.5/15.6/15.8

15.6 ± 0.1 (0.6%)

23.7/21.6/22.5

22.6 ± 0.9 (4.0%)

37.4/33.3/39.4

36.7 ± 2.5 (6.8%)

48.8/45.5/52.3

48.9 ± 2.8 (5.7%)

30-R50

13.1/13.4/13.8

13.4 ± 0.3 (2.2%)

18.5/20.0/18.8

19.1 ± 0.6 (3.1%)

35.5/35.8/34.0

35.1 ± 0.8 (2.3%)

43.4/43.2/40.3

42.3 ± 1.4 (3.3%)

30-R100

13.8/13.9/13.4

13.7 ± 0.2 (1.5%)

20.0/20.4/20.0

20.1 ± 0.2 (1.0%)

33.8/33.2/33.6

33.5 ± 0.2 (0.6%)

41.5/37.1/-

39.3 ± 2.2 (5.6%)

60-R0

42.6/40.5/40.6

41.2 ± 1.0 (2.4%)

51.0/51.5/50.2

50.9 ± 0.5 (1.0%)

69.1/64.9/66.7

66.9 ± 1.7 (2.5%)

80.2/81.2/77.5

79.6 ± 1.6 (2.0%)

60-R15

40.5/41.8/41.8

41.4 ± 0.6 (1.5%)

52.4/48.4/50.8

50.5 ± 1.6 (3.2%)

69.8/70.5/65.4

68.6 ± 2.3 (3.4%)

80.5/79.2/79.4

79.7 ± 0.6 (7.5%)

60-R30

40.1/39.9/41.2

40.4 ± 0.6 (1.5%)

46.2/46.4/47.0

46.5 ± 0.3 (6.5%)

61.0/65.4/65.1

63.8 ± 2.0 (3.1%)

76.4/76.4/75.7

76.2 ± 0.3 (0.4%)

60-R50

43.2/42.7/43.4

43.1 ± 0.3 (0.7%)

49.5/48.2/50.2

49.3 ± 0.8 (1.6%)

67.4/66.3/67.7

67.1 ± 0.6 (0.9%)

80/76.9/80

79.0 ± 1.5 (1.9%)

60-R100

42.1/43.3/42.2

42.5 ± 0.5 (1.2%)

51.5/50.6/49.3

50.5 ± 0.9 (1.8%)

65.8/55.2/64.0

61.7 ± 4.6 (7.5%)

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