Research Article
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
Figure 8
Time histories of 2# anchor cable under seismic motions with the amplitude of (a) 0.15 g; (b) 0.30 g; (c) 0.40 g; (d) 0.50 g; (e) 0.70 g; (f) 0.90 g.
(a) |
(b) |
(c) |
(d) |
(e) |
(f) |