Research Article
Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method
Figure 9
Stability charts for 3D failures of cohesive-frictional soil slopes under seismic conditions with kh = 0.3: (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) |