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Advances in Civil Engineering
/
2023
/
Article
/
Tab 1
/
Research Article
Influence of Support Parameter and Excavation Methods on Statistical Distribution Characteristics of Surrounding Rock Pressure in Shallow-Buried Metro Tunnel
Table 1
Characteristics of joint distribution parameters.
Rock mass type
Group number
Trace length (m)
Dip angle (°)
Density (strip/m
2
)
Mean
Variance
Mean
Variance
Soft rock
1
5
0.25
30
4
0.05
Hard rock
1
5
0.25
120
4
0.01