Table 3 Calculation results of stress components testing for the original rock.

From: Unloading damage evolution and rockburst risk assessment of Xuefengshan No.1 tunnel by combining multiple approaches

Testing points

Buried depth (m)

Elastic modulus (GPa)

Poisson’s ratio

Stress component (MPa)

σx

σy

σz

τxy

τyz

τzx

No.1

600

48.1

0.27

26.4

24.7

17.0

5.7

-1.3

0.4

No.2

700

41.8

0.35

29.0

25.1

19.2

5.5

-1.6

-0.5

No.3

800

45.5

0.22

31.0

30.5

21.5

3.7

3.4

2.2