Table 2 Values of each parameter.

From: Analysis of elastic and rheological properties of tunnel anchorage support structure under the action of seepage flow

Parameter

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

r/m

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

R/m

8

8

8

8

8

8

8

8

8

8

8

8

8

7

9

α

2

2

2

2

2

2

2

2

2

2

2

2

2

1.75

2.25

β

15

15

15

15

15

15

15

15

15

15

15

15

15

17.1

13.3

ha/m

0

20

0

0

0

0

0

0

0

0

0

0

0

0

0

h0/m

0

0

20

20

20

20

20

20

20

20

20

20

20

20

20

SθSZ

1

1

1

1

1

1

1

1

1

1

1

0.82

1.22

1

1

φ/mm

20

20

20

20

20

20

20

20

20

18

22

20

20

20

20

Ab/10–4 m2

3

3

3

3

3

3

3

3

3

2.54

3.8

3

3

3

3

σ0/MPa

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

-1

G0/109 Pa

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

η1/1016 Pa·s

2

2

2

2

2

1

3

2

2

2

2

2

2

2

2

η2/1018 Pa·s

4

4

4

4

4

4

4

3

5

4

4

4

4

4

4

G1/108 Pa

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

K/109 Pa

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

2.2

Gb/1011 Pa

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

ηb/1020 Pa·s

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

T0/kN

10

10

10

30

50

10

10

10

10

10

10

10

10

10

10

γ/(kN/m3)

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8

9.8