Table 1 Statistical summary of shear strength parameters for soil layers.

From: Study on the impact of partial unloading on the structural deformation of prefabricated segmental subway tunnels

Soil

Properties

Sample number

Minimum

Maximum

Average

Standard deviation

Coefficient of variation

Value

Silt sand

cq (kPa)

–

–

–

–

–

–

3.0

φq (°)

–

–

–

–

–

–

26.0

Silt

cq (kPa)

20

12.3

14.7

13.5

0.8

0.06

13.2

φq (°)

20

21.0

24.4

23.2

0.9

0.04

22.8

Silt

cq (kPa)

13

13.1

16.2

14.3

0.9

0.06

13.8

φq (°)

13

21.1

23.9

22.7

0.8

0.03

22.3

Fine sand

cq (kPa)

–

–

–

–

–

–

0.0

φq (°)

–

–

–

–

–

–

30.0

Silty clay

cq (kPa)

37

23.7

45.6

28.8

10.4

0.36

25.9

φq (°)

37

11.8

20.5

16.7

4.4

0.26

15.5

Silty clay with silt

cq (kPa)

6

27.2

45.6

33.8

7.3

0.21

26.9

φq (°)

6

12.7

14.4

13.9

0.7

0.05

13.2

Silt

cq (kPa)

6

14.8

16.5

15.5

0.7

0.05

14.8

φq (°)

6

21.9

23.4

22.6

0.6

0.03

22.0

Silty clay

cq (kPa)

7

25.0

36.5

30.7

4.6

0.15

27.3

φq (°)

7

12.2

14.7

13.3

0.8

0.06

12.7