Table 6 Results of fuzzy random inversion of parameters for each creep model.

From: Fuzzy random evaluation of creep model of frozen soft soil in metro tunnel construction using artificial ground freezing technique

Creep damage model

Load factor

Parameter inversion result

Coefficient of determination

Number of parameters

\(p_{1}\)

\(p_{2}\)

\(q_{0}\)

\(q_{1}\)

\(q_{2}\)

Kelvin

0.3

0.29

0.59

0.967

2

0.5

0.51

0.33

0.934

0.7

0.74

0.28

0.881

Generalised Kelvin

0.3

0.57

0.32

0.62

0.978

3

0.5

0.69

0.71

0.44

0.964

0.7

0.81

0.93

0.37

0.982

Jeffreys

0.3

0.92

0.66

0.76

0.894

3

0.5

1.31

1.48

0.98

0.970

0.7

1.74

1.69

1.53

0.937

Burgers

0.3

0.52

1.26

0.43

1.13

0.921

4

0.5

0.84

1.74

0.57

1.52

0.972

0.7

1.03

2.37

1.91

2.86

0.986

Nishihara

0.3

0.98

0.76

0.35

0.942

3

0.5

0.51

0.41

0.23

0.957

0.7

0.72

1.43

0.54

1.38

0.995

4

Murayama Shuo Lang

0.3

0.78

0.92

0.63

1.47

0.939

4

0.5

1.19

1.55

1.32

1.15

0.948

0.7

2.64

1.80

2.09

3.83

0.929