Research Article
Displacement of Pile-Reinforced Slopes with a Weak Layer Subjected to Seismic Loads
Table 2
Comparison of the results of factor of safety (slope
).
| | Factor of safety | | Present study | Spencer’s method (Fredlund and Krahn [13]) | Janbu’s rigorous method (Fredlund and Krahn [13]) | DLO |
| | 1.36 | 1.377 | 1.432 | 1.32 |
|
|
