Table 1 Parameter sets of the anisotropic stress analyses (parameters common to all sets: νpp = νop = 0.2, φ = 25°, ψ = ψb = 5°).

From: Large strain correction for tunnel analyses considering hydromechanical coupling and ground anisotropy

Set

Ep/σo

fc/σo

Ep/Eo

cb/c

φb/φ

1

100.0

0.21

1.5

1

2

100.0

0.21

3

1

3

100.0

0.21

1.5

0.25

1

4

100.0

0.21

3

0.25

1

5

100.0

0.21

1.5

1

0.6

6

100.0

0.21

3

1

0.6

7

100.0

0.21

1.5

0.25

0.6

8

100.0

0.21

3

0.25

0.6

9

54.5

0.11

1.5

1

10

54.5

0.11

3

1

11

54.5

0.11

1.5

0.25

1

12

54.5

0.11

3

0.25

1

13

54.5

0.11

1.5

1

0.6

14

54.5

0.11

3

1

0.6

15

54.5

0.11

1.5

0.25

0.6

16

35.3

0.07

1.5

1

17

35.3

0.07

3

1

18

35.3

0.07

1.5

0.25

1

19

35.3

0.07

3

0.25

1

20

35.3

0.07

1.5

1

0.6