Research Article
Study on Mechanical Effect and Plastic Zone Distribution of Tunnel Surrounding Rock in the Presence of Various Expansion Approaches
Table 1
Mechanical parameters of the surrounding rock.
| Material | Modulus of elasticity (E (GPa)) | Poisson ratio (μ) | Density (kN/m³) | Angle of internal friction (degree) | Cohesive force (MPa) |
| Class III surrounding rock | 10.7 | 0.28 | 24 | 44 | 1.1 | Class IV surrounding rock | 5.5 | 0.32 | 22 | 30 | 0.3 | Class V surrounding rock | 1.1 | 0.4 | 18 | 25 | 0.1 | Mix by spraying | 25 | 0.2 | — | — | — | Anchor | 210 | 0.3 | — | — | — | Second lining | 31 | 0.2 | — | — | — |
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