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)