Table 2 Soil parameters.

From: Study on longitudinal nonlinear deformation of adjacent existing tunnels induced by deep foundation excavation

Soil layer number

Soil layer name

Thicknesses /m

Soil gravity, γ/(kN m−3)

Modulus of elasticity, Es/MPa

Poisson’s ratio/μ

Angle of internal friction, φ/(°)

Cohesion, c/kPa

1

Miscellaneous fillings

3.2

18.6

24.0

0.39

  

2

Stockpile soil

3.1

19.5

26.6

0.36

14.1

23.7

3

Soft plastic Powdery clay

2.9

19.5

31.4

0.36

16.1

22.1

4

Silty clay

11.6

18.6

20.2

0.33

15.2

13.7

5

Alluvial soil

5.7

20.5

35.6

0.30

18.1

36.1

6

Moderately weathered Muddy siltstone

26.5

23.5

5000

0.20

30.0

180.0