Research Article
A Study of the Anchorage Body Fracture Evolution and the Energy Dissipation Rule: Comparison between Tensioned Rock Bolts and Torqued Rock Bolts
Table 6
Comparison of the stress and fractures in the anchorage body.
| | Group 1 | Group 2 | Group 3 | Rate of change |
| Peak strength | 5.1 MPa | 5.4 MPa | 5.8 MPa | 5.9% | 13.7% |
| Quantity of the shearing fractures | 1068 | 887 | 800 | –16.9% | –25.1% |
| Quantity of tensile fractures | 116 | 146 | 95 | 25.8% | –18.1% |
| Total damaging extent | 52.4% | 47.9% | 43.7% | –8.6% | –16.6% |
| Shearing damaging extent | 47.7% | 41.6% | 39.4% | –12.8% | –17.4% |
| Tensile damaging extent | 4.7% | 6.3% | 4.3% | 34.0% | –8.5% |
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