Table 4 DZ-XCP-03 hole hydraulic fracturing in-situ stress measurement results.

From: Research on stress field inversion and large deformation level determination of super deep buried soft rock tunnel

Number

Section depth (m)

Fracturing parameters (MPa)

Principal stress value (MPa)

Fracture orientation (°)

\(P_{b}\)

\(P_{r}\)

\(P_{s}\)

\(P_{0}\)

\(\sigma_{t}\)

\(\sigma_{H}\)

\(\sigma_{h}\)

\(\sigma_{v}\)

1

565.30–566.60

14.54

10.54

10.04

5.15

4.00

14.43

10.04

14.96

N45°W

2

635.20–636.50

16.22

13.72

12.72

5.83

2.50

18.61

12.72

16.81

–

3

690.00–691.30

16.76

15.76

14.26

6.37

1.00

20.65

14.26

18.26

–

4

718.60–719.90

19.54

16.04

14.54

6.65

3.50

20.93

14.54

19.01

–

5

761.20–762.50

22.46

18.46

15.96

7.07

4.00

22.35

15.96

20.14

N26°W

6

836.50–837.80

19.70

17.20

16.20

7.81

2.50

23.59

16.20

22.13

N34°W

7

872.30–873.60

–

20.05

17.55

8.16

–

24.44

17.55

23.08

–

8

887.40–888.70

–

21.20

18.20

8.31

–

25.09

18.20

23.48

N45°W