Research Article
Physical Simulation of the Water-Conducting Fracture Zone of Weak Roofs in Shallow Seam Mining Based on a Self-Designed Hydromechanical Coupling Experiment System
Figure 7
The experimental results of mining period.
| (a) Excavated to 40 m |
| (b) Excavated to 100 m |
| (c) Excavated to 140 m |
| (d) Distribution of fracture development in Area A |