Table 2 Difference of factor of safety by finite element method and limit equilibrium method
From: Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
FoS of Natural Slope | FoS of Reinforced slope | |
|---|---|---|
Shear reduction Method (SSR) | 0.86 | 1.13 |
Bishop Method | 0.882 | 1.076 |