Research Article
Static and Seismic Stability Charts for Three-Dimensional Cut Slopes and Natural Slopes under Short-Term Undrained Conditions
Figure 11
Seismic stability charts for natural slopes with kh = 0.2. (a) β = 15°. (b) β = 30°. (c) β = 45°. (d) β = 60°. (e) β = 75°. (f) β = 90°.
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| (b) |
| (c) |
| (d) |
| (e) |
| (f) |