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Advances in Civil Engineering
/
2019
/
Article
/
Fig 2
/
Research Article
Rotational Failure Mechanism for Face Stability of Circular Shield Tunnels in Frictional Soils
Figure 2
Influence of the coefficient
η
on the critical results (
D
= 10 m,
C
= 10 m, and
γ
= 18 kN/m
3
).