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Advances in Civil Engineering
/
2019
/
Article
/
Tab 1
/
Research Article
Risk Assessment of Slope Failure Using Assumption of Maximum Area of Sliding Mass and Factor of Safety Equal to Unit
Table 1
Variation of failure probability with different
λ
values for the homogeneous slope.
λ
(m)
2
4
5
10
20
100
1000
Failure probability
0.23
0.25
0.27
0.28
0.28
0.32
0.35