Research Article
Model Test of Anchoring Effect on Zonal Disintegration in Deep Surrounding Rock Masses
Table 4
The loading value of the model.
| | Loading direction | Self-weight stress | Perpendicular to the axial | Parallel to the axial |
| | Loading value/Mpa | 0.5 | 0.75 | 0.75 | | Loading direction | Self-weight stress | Perpendicular to the axial | Parallel to the axial |
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