Table 1 Soil property parameters.

From: Cracking and damage analysis of a masonry structure based on joint masonry model caused by a obliquely undercrossing tunnel

Layer number

Gravity γ (kN/m3)

Compression modulus E (MPa)

Poisson ratio v

Cohesion C (kN/m2)

Friction angle φ (°)

1 Artificial fill

18.0

4.0

0.33

16.0

26.0

31A Clayey silt

18.9

9.2

0.30

20.0

22.1

32 Clayey silt

19.4

8.5

0.30

19.9

21.2

33 Clayey silt

19.9

7.5

0.32

19.0

20.4

22 Silty clay

19.4

6.1

0.38

31.2

15.6

34 Clayey silt

20.2

8.7

0.33

19.3

20.7

51 Fine sand

19.4

20.0

0.27

1.5

32.0

52 Fine sand

19.5

22.0

0.27

1.5

34.0