Research Article
Probabilistic Risk Assessment of Slope Failure in 3-D Spatially Variable Soils by Finite Element Method
Figure 7
Relationship of slide volume fraction and FS of 3-D slope model with various Θx values. (a) Θx = 2 m, (b) Θx = 10 m, (c) Θx = 80 m, and (d) Θx = 1000 m.
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| (b) |
| (c) |
| (d) |