Research Article
Stability Analysis of Three-Dimensional Slopes Considering the Earthquake Force Direction
Table 4
Comparison of
F for Example
2.
| | | F (2D) | F (3D) |
| | Alkasawneh et al. [11] | 1.70 (PLAXIS) | 1.80 (PLAXIS) | | Kalatehjari et al. [12] | | 1.77 (Bishop) | | current(Ry=50) | 1.697 (Spencer) | 1.799 (Spencer) |
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