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

Figure 20

Dynamic p-y curves of three models in different soil layers.

(a) Pile group (silty clay, P2)

(b) SCW (silty clay, W2)

(c) TCW (silty clay, W4)

(d) Pile group (fine sand, P2)

(e) SCW (fine sand, W2)

(f) TCW (fine sand, W4)