Figure 1
Figure 2
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Figure 14
Values of partial factors recommended for use in the analysis of slope stability
| Partial factors | Design approach | ||||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| Combination 1 | Combination 2 | ||||
| A | γG | 1.35 | 1.0 | 1.35 | 1.0* |
| γ Gfav | 1.0 | 1.0 | 1.0 | 1.0 | |
| γ Q | 1.5 | 1.3 | 1.5 | 1.3* | |
| M | γ tanφ ' | 1.0 | 1.25 | 1.0 | 1.25 |
| γc' | 1.0 | 1.25 | 1.0 | 1.25 | |
| γ γ | 1.0 | 1.0 | 1.0 | 1.0 | |
| R | γR;e | 1.0 | 1.0 | 1.1 | 1.0 |