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

Figure 15

Acceleration time histories at different depth for three models.

(a) Pile group (6.6 m depth, P2)

(b) SCW (6.6 m depth, W2)

(c) TCW (6.6 m depth, W4)

(d) Pile group (16.5 m depth, P2)

(e) SCW (16.5 m depth, W2)

(f) TCW (16.5 m depth, W4)

(g) Pile group (26.4 m depth, P2)

(h) SCW (26.4 m depth, W2)

(i) TCW (26.4 m depth, W4)