Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading

Figure 8

Verification analysis of H₀-y₀ curves relationship for LPILE. (a) B = 0.3 m, (b) B = 0.6 m, (c) B = 1.2 m, (d) B = 2.4 m.

(a)

(b)

(c)

(d)