Research Article
Slope Stability Analysis of Earth-Rockfill Dams Using MGA and UST
Table 2
Slope safety factors evaluated by different failure criteria.
| | | | 0 | 0.2 | 0.4 | 0.6 | 0.8 | 1 |
| Nonlinear | | | | | | | , | 0.3007 | 0.3007 | 0.3007 | 0.3007 | 0.3007 | 0.3007 | | 1.1110 | 1.1170 | 1.1216 | 1.1251 | 1.1279 | 1.1302 | | 1.1649 | 1.1668 | 1.1681 | 1.1688 | 1.1692 | 1.1694 | | 1.1895 | 1.1910 | 1.1920 | 1.1926 | 1.1931 | 1.1932 | | 1.1976 | 1.1989 | 1.2000 | 1.2011 | 1.2019 | 1.2026 | | 1.1944 | 1.1944 | 1.1944 | 1.1944 | 1.1944 | 1.1944 | Linear | | | | | | | | 0.9390 | 0.9700 | 0.9930 | 1.0109 | 1.0252 | 1.0368 | , | 0.2814 | 0.2885 | 0.2938 | 0.2979 | 0.3012 | 0.3039 | , | 1.0583 |
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