Table 2 Dataset used in the current study for E.

From: Innovative approaches for predicting the elastic modulus and tensile strength of green concrete using soft computing methods

Variable

Mean

StD

Variance

CoV

Min

Max

WFS/C

0.2916

0.2962

0.0877

101.59

0.0000

1.2800

W/C

0.45548

0.04768

0.00227

10.47

0.40000

0.55000

CA/C

2.6896

0.5184

0.2687

19.27

1.4900

3.3000

FA/TA

0.32959

0.08843

0.00782

26.83

0.10000

0.50000

WFS/FA

0.2381

0.3214

0.1033

134.98

0.0000

2.3300

1000SP/C

2.974

5.022

25.220

168.87

0.000

15.860

Age

64.37

102.31

10468.08

158.95

3.00

365.00

E (GPa)

30.455

6.736

45.372

22.12

18.400

46.650

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