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

Figure 18

Bending moment at different depth for three models.

(a) Pile group (1.5 m depth, P1)

(b) SCW (1.5 m depth, W1)

(c) TCW (1.5 m depth, W3)

(d) Pile group (18 m depth, P1)

(e) SCW (18 m depth, W1)

(f) TCW (18 m depth, W3)

(g) Pile group (31.2 m depth, P1)

(h) SCW (31.2 m depth, W1)

(i) TCW (31.2 m depth, W3)