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Table 3 Performance indicators for various ML models

From: Soft computing techniques to predict the compressive strength of groundnut shell ash-blended concrete

 

Train

Test

OBJ

Ranking

R2

RMSE

MAE

SI

a20

R2

RMSE

MAE

SI

a20

LR

0.6083

5.11

3.82

0.30

0.55

0.6435

4.29

3.44

0.27

0.52

5.27

7

FQ

0.8654

3.00

2.34

0.18

0.69

0.7659

3.48

2.82

0.22

0.61

3.10

4

ANN

0.8697

2.95

2.34

0.17

0.69

0.7665

3.47

2.78

0.22

0.60

3.07

3

RFR

0.9079

2.48

1.80

0.15

0.81

0.8866

2.42

1.83

0.15

0.80

2.25

1

BDT

0.8849

2.77

2.12

0.16

0.72

0.8357

2.91

2.33

0.19

0.70

2.68

2

KNN

0.7490

4.09

2.80

0.24

0.64

0.7939

3.26

2.58

0.21

0.64

3.71

6

SVR

0.8020

3.63

2.32

0.21

0.73

0.8197

3.05

2.29

0.20

0.70

3.18

5