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Advances in Civil Engineering
/
2019
/
Article
/
Fig 6
/
Research Article
Three-Dimensional Analysis of Complex Rock Slope Stability Affected by Fault and Weak Layer Based on FESRM
Figure 6
Evolution of the damage zone. (a)
F
= 1.0; (b)
F
= 1.3; (c)
F
= 1.7; (d)
F
= 2.0.
(a)
(b)
(c)
(d)