Research Article
Interval Nonprobabilistic Reliability Analysis for Ancient Landslide considering Strain-Softening Behavior: A Case Study
Table 3
Comparison of
considering three different strength states.
| | Item | Variable | (SSR) | (spencer) | Relative errors (%) |
| | Example 1 | | Max. | 1.997 | 1.997 | 0.000 | | Mean | 1.695 | 1.698 | 0.177 | | Min. | 1.402 | 1.406 | 0.284 |
| | Example 2 | | Max. | 1.402 | 1.406 | 0.284 | | Mean | 1.095 | 1.092 | 0.274 | | Min. | 0.793 | 0.794 | 0.126 |
| | Example 3 | | Max. | 1.535 | — | — | | Mean | 1.414 | — | — | | Min. | 1.097 | — | — |
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