Research Article
Analytical Computation of Sandy Slope Stability under the Groundwater Seepage and Earthquake Conditions
Figure 5
Safety factor comparison with different methods. (a) h = 3 m, kh = 0.21, (b) h = 6 m, kh = 0.21, and (c) h = 9 m, kh = 0.21.
| (a) |
| (b) |
| (c) |