Research Article
Modified Rheological Model for Deep-Buried Silty Mudstone and Support Time Analysis Application
Table 1
Actual geo-stress measurement results.
| Number | Depth of measuring section (m) | Main stress value (MPa) | | | |
| JDZK3 | 237.85–238.75 | 18.43 | 11.43 | 6.55 | 431.55–432.45 | 30.48 | 17.88 | 11.90 |
| JDZK4 | 297.00–297.60 | 20.55 | 13.83 | 7.74 | 315.86–316.46 | 20.53 | 12.76 | 8.24 |
| JDZK8 | 437.80–438.60 | 24.79 | 15.79 | 11.38 | 593.82–594.62 | 29.32 | 18.32 | 15.43 | 711.92–712.72 | 33.98 | 20.78 | 18.50 |
| JDZK9 | 150.49–151.34 | 11.32 | 7.51 | 4.07 | 428.42–429.27 | 19.10 | 12.29 | 11.58 |
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Note. is the maximum horizontal principal stress, is the minimum horizontal principal stress, and is the vertical principal stress. |