Research Article
Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes
Figure 12
Influence of different D and cu2/cu1 of undrained slope with various cotβ. (a) cotβ = 3.732 (β = 15°). (b) cotβ = 0.268 (β = 75°).
| (a) |
| (b) |