Research Article
Stability and Countermeasures for a Deposit Slope with Artificial Scarp: Numerical Analysis and Field Monitoring
Table 4
Critical strength reduction factor (SRF) of reinforcement schemes.
| | Deposit slope | SRF | | Front | Middle | Rear |
| | Scheme O (unreinforced) | 1.015 | 1.017 | 1.029 | | Scheme A | 1.045 | 1.047 | 1.049 | | Scheme B | 1.047 | 1.050 | 1.055 | | Scheme C | 1.422 | 1.432 | 1.459 | | Scheme D | 1.428 | 1.440 | 1.515 |
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