A Simplified Calculation Method for the Near-Slope Laterally Loaded Pile Based on a Passive Wedge Model

Figure 8

Comparison of limited resistance of soil with different depth along the pile: (a) b = 0D; (b) b = 2D; (c) b = 4D; (d) b = 6D.

(a)

(b)

(c)

(d)