Research Article
Stability Assessment and Optimization Design of Lakeside Open-Pit Slope considering Fluid-Solid Coupling Effect
Table 2
Safety factor of slope under different
and
.
| Height of water level (m) | Factor of safety | = 20 m | = 40 m | = 60 m | = 80 m |
| Dry | 1.41992 | 1.41211 | 1.41911 | 1.43555 | 17.2 | 1.091797 | 1.14648 | 1.18945 | 1.24367 | 12 | 1.12695 | 1.17383 | 1.20117 | 1.25711 | 7 | 1.18945 | 1.2207 | 1.25586 | 1.28805 | 2.4 | 1.20898 | 1.24023 | 1.25965 | 1.28911 | 0 | 1.25586 | 1.26758 | 1.27501 | 1.29492 |
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