Research Article
Research on Surrounding Rock Stability Affected by Surrounding Rock Pressure and Rock Fracture under Blasting Vibration Load Action
Table 3
Proportions of primary and secondary frequency bands in the increase amplitude of total energy in frequency bands at monitoring points 1∼4 (%).
| Variation of confining pressure | Monitoring point 1 | Monitoring point 2 | Monitoring point 3 | Monitoring point 4 | Primary | Secondary | Primary | Secondary | Primary | Secondary | Primary | Secondary |
| 1∼4 MPa | 63.25 | 34.75 | 62.30 | 35.70 | 60.20 | 37.80 | 58.15 | 39.85 | 4∼8 MPa | 63.06 | 34.94 | 62.81 | 35.19 | 60.65 | 37.35 | 58.89 | 39.11 | 8∼12 MPa | 63.02 | 34.98 | 62.97 | 35.03 | 60.75 | 37.25 | 59.01 | 38.99 | 12∼16 MPa | 63.04 | 34.96 | 63.04 | 34.96 | 60.90 | 37.10 | 59.27 | 38.73 | 16∼20 MPa | 63.00 | 35.00 | 63.11 | 34.89 | 60.90 | 37.10 | 59.28 | 38.72 |
|
|