Table 5 Factor of safety by the limit equilibrium method and by the finite element analysis
From: Use of RCC pile, anchor bolt and geogrid for building construction on the unstable slope
Factor of safety | Section 1-1 | Section 2-2 |
|---|---|---|
Bishop of existing slope | 0.579 | 0.70 |
Bishop of cutting Slope | 0.531 | 0.799 |
Bishop of after slope stabilization | 1.539 | 1.319 |
SSR of after slope stabilization | 1.408 | 1.05 |