Comparison on the Horizontal Behaviors of Lattice-Shaped Diaphragm Wall and Pile Group under Static and Seismic Loads

Figure 14

Deformation of wall/pile body at different seconds (magnification factor: 50 times).

(a) SCW (2 s)

(b) TCW (2 s)

(c) Pile group (2 s)

(d) SCW (4 s)

(e) TCW (4 s)

(f) Pile group (4 s)

(g) SCW (7 s)

(h) TCW (7 s)

(i) Pile group (7 s)