Research Article
Failure Analysis of Deep Composite Roof Roadway and Support Optimization of Anchor Cable Parameters
Figure 10
Anchor cable support stress nephogram.
| (a) Vertical stress at 2 m above the original supporting roof |
| (b) Vertical stress of roadway profile under original support |
| (c) Vertical stress at 2 m above reinforced supporting roof |
| (d) Vertical stress of roadway profile under reinforced support |
| (e) Vertical stress at 2 m above the optimized supporting roof |
| (f) Vertical stress of roadway profile under optimized support |