Table 3 Statistical analysis of collected databases.

From: Data-driven framework for prediction of mechanical properties of waste glass aggregates concrete

 

C

W

PL

FAg

CAg

FGL

CGL

Fc

Ft

Density

Slump

kg/m3

kg/m3

kg/m3

kg/m3

kg/m3

kg/m3

kg/m3

MPa

MPa

kg/m3

mm

Train

Max.

578.00

200.10

8.10

1034.00

1318.50

1034.00

1107.10

71.10

7.10

2615.00

283.00

Min

275.00

138.00

0.00

0.00

0.00

0.00

0.00

4.23

1.38

1660.00

15.00

Avg

397.07

178.43

1.62

513.18

962.43

226.80

91.48

37.05

3.92

2362.81

112.89

SD

71.92

19.26

2.36

263.82

267.66

254.32

231.61

14.86

1.08

134.33

83.25

Var

0.18

0.11

1.46

0.51

0.28

1.12

2.53

0.40

0.27

0.06

0.74

Validate

Max.

578.00

200.10

7.65

805.00

1308.40

848.10

1107.10

65.20

6.80

2595.00

276.00

Min

275.00

138.00

0.00

0.00

0.00

0.00

0.00

12.50

2.37

2063.00

16.00

Avg

405.64

178.60

1.74

448.99

922.49

255.84

125.41

38.91

4.05

2352.14

116.29

SD

71.93

21.01

2.43

281.05

257.06

264.90

261.50

16.44

1.11

105.28

84.38

Var

0.18

0.12

1.40

0.63

0.28

1.04

2.09

0.42

0.28

0.04

0.73