Research Article
Stability Analysis of Three-Dimensional Slopes Considering the Earthquake Force Direction
Table 3
Comparisons of
F and critical slip surface for Example
1 (Spencer’s method).
| | Ry (m) | 24.4 | 48.8 | 73.2 | 97.6 | | Zhang | Current | Zhang | Current | Zhang | Current | Zhang | Current |
| | F | 2.243 | 2.233 | 2.143 | 2.129 | 2.129 | 2.108 | 2.132 | 2.100 | | Xc (m) | 13.5 | 13.9 | 13.6 | 14.0 | 13.1 | 14.01 | 13.36 | 13.9 | | Zc (m) | 26.99 | 25.62 | 28.05 | 25.71 | 28.4 | 24.11 | 28.44 | 26.99 | | Rx (m) | 22.46 | 23.59 | 22.16 | 24.76 | 22.65 | 25.26 | 22.46 | 25.36 |
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Note. The same special ellipsoid slip surface (Ry=Rx, θ=0) used by Zhang is adopted in this paper.
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