Table 4 K-Fold study performed for all ML models.

From: An integrated physics-guided machine learning approach for predicting asphalt concrete fracture parameters

Model

MSE

RMSE

MAE

MAPE

R2

Number of folds

Linear Regression

188415.38

434.07

335.28

8.64

0.81

2

Gradient Boosting

255052.04

505.03

362.82

9.81

0.75

2

AdaBoost

271540.33

521.10

361.69

9.95

0.73

2

Linear Regression

174700.57

417.97

314.34

8.05

0.83

3

Gradient Boosting

240544.01

490.45

319.16

8.63

0.76

3

AdaBoost

332477.19

576.61

352.92

9.45

0.67

3

Linear Regression

187830.23

433.39

325.02

8.34

0.81

5

Gradient Boosting

177329.34

421.10

258.55

6.70

0.82

5

AdaBoost

264542.67

514.34

311.05

7.98

0.74

5

Linear Regression

187530.01

433.05

326.15

8.33

0.81

10

Gradient Boosting

178226.22

422.17

252.92

6.72

0.82

10

AdaBoost

216532.59

465.33

248.08

6.60

0.79

10

Linear Regression

184273.87

429.27

322.80

8.29

0.82

20

Gradient Boosting

177208.49

420.96

252.26

6.74

0.83

20

AdaBoost

254190.28

504.17

273.72

7.22

0.75

20