Table 1 On-site monitoring results of impacting energy caused by basic roof break of the 3301 working face.
From: Assessment of long-term large deformation in deep roadways due to roof fracturing impact loading
Order | Movement stage of main roof | Advancing distances of working face (m) | Source energy (J) | Impacting energy to rail roadway (J) |
|---|---|---|---|---|
1 | First time break | 42 | 3.38 × 105 | 4.85 × 103 |
2 | 2th break | 67 | 2.15 × 105 | 2.43 × 103 |
3 | 3th break | 87 | 1.98 × 105 | 2.21 × 103 |
4 | 4th break | 106 | 1.86 × 105 | 2.06 × 103 |
5 | 5th break | 129 | 2.11 × 105 | 2.36 × 103 |
6 | 6th break | 150 | 2.02 × 105 | 2.18 × 103 |
7 | 7th break | 168 | 1.88 × 105 | 1.97 × 103 |
8 | 8th break | 192 | 2.20 × 105 | 2.55 × 103 |
9 | 9th break | 211 | 1.90 × 105 | 2.16 × 103 |
10 | 10th break | 232 | 2.10 × 105 | 2.35 × 103 |
11 | 11th break | 256 | 2.18 × 105 | 2.61 × 103 |