Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls

Figure 18

Graphs of the friction coefficients (scaled factor: 1/4): (a) WL 0.1 g, (b) WL 0.2 g, (c) WL 0.4 g, (d) WL 0.6 g, (e) WL 0.8 g, and (f) WL 1.0 g.

(a)

(b)

(c)

(d)

(e)

(f)