Research Article
Application of a FBG-Based Instrumented Rock Bolt in a TBM-Excavated Coal Mine Roadway
Table 1
Results of rock bolt pull-out experiment.
| Axial force (kN) | Wavelength shift (nm) | FBG 1 | FBG 2 | FBG 3 | FBG 4 | Average |
| 10 | 0.0596 | 0.0565 | 0.0524 | 0.0548 | 0.0558 | 20 | 0.1595 | 0.1552 | 0.1564 | 0.1588 | 0.1575 | 30 | 0.2593 | 0.2588 | 0.2543 | 0.2598 | 0.2581 | 40 | 0.3594 | 0.3561 | 0.3518 | 0.3425 | 0.3525 | 50 | 0.4592 | 0.4593 | 0.4577 | 0.4618 | 0.4595 | 60 | 0.5589 | 0.5551 | 0.5615 | 0.5588 | 0.5586 | 70 | 0.6629 | 0.6632 | 0.6699 | 0.6675 | 0.6659 | 80 | 0.7623 | 0.7685 | 0.7646 | 0.7594 | 0.7637 | 90 | 0.8622 | 0.8665 | 0.8594 | 0.8749 | 0.8658 | 100 | 0.9632 | 0.9649 | 0.9654 | 0.9656 | 0.9648 |
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