Table 3 Comparison of Fγ values with previous studies.

From: Prediction of bearing capacity of ring footings on cohesive frictional soils using Terzaghi stability factors and Kolmogorov Arnold networks

ϕ

r1/B

Keshavarz and Kumar13

Benmebarek et al31

Kumar and Chakraborty12

Tang and Phoon14

Present Study

SCM

FLAC

LB

UB

LB

LB

UB

20

1

2.41

2.71

  

2.35

2.20

2.46

3

2.19

1.09

1.85

2.16

1.56

1.43

1.69

5

2.41

0.6

2.32

2.6

1.41

1.32

1.55

25

1

6.07

6.78

-

-

5.9

5.51

6.16

3

5.44

2.68

4.22

4.73

3.83

3.52

4.12

5

5.69

1.42

5.2

5.72

3.37

3.12

3.64

30

1

15.54

17.5

-

-

15

13.99

15.68

3

13.39

6.93

9.76

11.38

9.64

8.77

10.33

5

13.5

3.43

10.12

11.84

7.99

7.39

8.60

40

1

124.1

133.7

-

-

117

109.18

124.01

3

111.38

65.9

103.46

132.1

79.5

71.12

87.01

5

107.27

26.7

80.96

114.08

53.5

48.95

58.62

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