Analysis of Settlement of Group Pile Foundation in Linear Viscoelastic Soil

Figure 10

Interaction factor versus settlement for each group pile. (a) Two-group pile with L₁ = 24 m and L₂ = 20 m, (b) four-group pile with L₁ = 24 m and L₂ = 20 m, (c) nine-group pile with L₂ = 20 m, and (d) nine-group pile with L₁ = 24 m.

(a)

(b)

(c)

(d)