Research Article
Probabilistic Risk Assessment of Slope Failure in 3-D Spatially Variable Soils by Finite Element Method
Figure 6
Empirical cumulative distribution functions of the FS with various cases. (a) Θx = 2 m, (b) Θx = 10 m, (c) Θx = 80 m, and (d) Θx = 1000 m.
| (a) |
| (b) |
| (c) |
| (d) |