Table 4 Fitting results and MAD and MAE using four nonlinear criterions for conventional triaxial strength.

From: A nonlinear strength criterion for rock based on the peak value of deviatoric stress under conventional triaxial compression

Serial number

σ∞ (MPa)

σc (MPa)

m

R2

MM-C criterion

MH-B criterion

Exponential criterion

Proposed criterion

MAE (%)

MAD

MAE (%)

MAD

MAE (%)

MAD

MAE (%)

MAD

1

405.94

293

0.46

0.997

3.18

13.2

3.05

12.64

0.97a

3.64a

1.07

4.89

2

257

81

0.77

0.999

3.69

5.8

2.2

3.13

1.65

2.85

0.91a

1.79a

3

344.67

60

0.76

0.998

3.63

3.66

1.83

3.13

3.21

3.6

1.52a

2.84a

4

308.9

61.6

0.65

0.999

5.23

4.12

1.98

2.75

4.6

3.64

0.66a

1.36a

5

432.1

96.2

0.8

0.993

3.17

7.5

2.18a

6.09a

2.3

6.65

2.27

6.17

6

209.3

52

0.72

0.997

4.7

2.96

2.08

2.27

2.4

2.63

1.42a

1.69a

7

170.87

30.6

0.64

0.996

8.47

5.01

2.63

3.17

3

3.75

1.85a

2.45a

8

655.56

62

0.66

0.992

6.51

9.88

2.18

6.44

5.2

8.75

1.81a

5.87a

9

89.6

44

0.63

0.997

2.43

1.8

1.73

1.31

0.52a

0.58a

1.31

1.27

10

400.8

100

0.66

0.999

4.84

6.7

0.92

2.63

0.9

2.83

0.83a

2.24a

Average

–

–

–

0.997

4.59

6.06

2.08

4.36

2.48

3.89

1.37

3.06

  1. Significant values are in bold.
  2. aMinimum value.