Research Article
Geological Core Ground Reorientation Technology Application on In Situ Stress Measurement of an Over-Kilometer-Deep Shaft
Table 1
Kaiser stress of AE tests.
| | Kaiser stress in the vertical direction (MPa) | Kaiser stress in the horizontal direction (MPa) | | σI (0°) | σII (45°) | σIII (90°) | Borehole depth (m) | Actual value | Average value | Actual value | Average value | Actual value | Average value | Actual value | Average value |
| 200 | 5.26 | 5.10 | 13.94 | 18.27 | 18.00 | 16.35 | 4.29 | 5.10 | 5.52 | 19.75 | 14.11 | 5.33 | 4.52 | 22.14 | 15.62 | 5.29 | — | 17.23 | 17.69 | 5.48 |
| 400 | 11.09 | 12.35 | 21.72 | 20.02 | 18.73 | 18.71 | 9.44 | 11.96 | 13.10 | 14.75 | 17.61 | 13.44 | 12.85 | 17.51 | 21.97 | 15.92 | — | 26.08 | 16.52 | 9.03 |
| 600 | 16.60 | 16.58 | 25.24 | 22.47 | 16.60 | 13.00 | 4.16 | 5.55 | 16.60 | 21.63 | 14.41 | 8.63 | 16.55 | 23.65 | 10.91 | 4.98 | — | 19.34 | 10.09 | 4.42 |
| 800 | 16.61 | 19.91 | 22.61 | 23.06 | 15.54 | 20.15 | 9.41 | 9.73 | 27.62 | 22.32 | 19.88 | 8.75 | 15.51 | 25.06 | 18.59 | 11.95 | — | 22.25 | 26.59 | 8.80 |
| 900 | 17.80 | 23.75 | 30.08 | 24.64 | 20.88 | 21.33 | 11.26 | 11.64 | 22.76 | 22.10 | 23.87 | 12.19 | 30.69 | 24.31 | 18.99 | 13.04 | — | 22.09 | 21.58 | 10.07 |
| 1000 | 26.52 | 25.69 | 32.57 | 26.12 | 15.52 | 18.65 | 15.65 | 13.41 | 21.80 | 24.80 | 17.59 | 10.28 | 28.76 | 25.30 | 19.49 | 13.40 | — | 21.80 | 21.99 | 14.33 |
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