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Advances in Civil Engineering
/
2019
/
Article
/
Fig 3
/
Research Article
Rotational Failure Mechanism for Face Stability of Circular Shield Tunnels in Frictional Soils
Figure 3
Comparisons of the critical results derived from different postulated mechanisms (
γ
= 18 kN/m
3
and
D
= 10 m).
(a)
(b)