Research Article
Investigation on the Stability of Fissured Slopes Reinforced with Anchor Cables under Seismic Action
Figure 9
Effect of the arrangement of anchor XE/H on the required critical length of free section of anchor cables LEF/H: (a) λ = 0.5 and Kh = 0.1; (b) λ = 0.5 and Kh = 0.3; (c) λ = −0.5 and Kh = 0.1; (d) λ = −0.5 and Kh = 0.3.
| (a) |
| (b) |
| (c) |
| (d) |