Research Article
Mechanical Characteristics of Fully Grouted and Antiseismic Bolts considering Transverse Deformation in Underground Caverns
Table 3
Physical and mechanical parameters.
| Rock 1 | Fault | Rock 2 | Mortar | Bolt | Interface |
| | 15 GPa | | 5 GPa | | 17.5 GPa | | 10 GPa | | 210 GPa | | 0.8 MPa | | 0.25 | | 0.3 | | 0.25 | | 0.167 | | 360 MPa | | 30° | | 1.3 MPa | | 0.3 MPa | | 1.4 MPa | | 8 mm | | 28 mm | | | | 47.5° | | 26.6° | | 48.2° | | | | | | | | 2 MPa | | 0.6 MPa | | 2.4 MPa | | | | | | | | 60 MPa | | 30 MPa | | 70 MPa | | | | | | | | 3 GPa/m | | | | 3 GPa/m | | | | | | | | 2 GPa/m | | | | 2 GPa/m | | | | | | |
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