Numerical Analysis of Laterally Loaded Piles Affected by Bedrock Depth

Figure 9

p-y curves of sands at depths of (a) 2.0 m, (b) 2.5 m, (c) 3.0 m, (d) 3.5 m, (e) 4.0 m, and (f) 4.5 m with different bedrock depths.

(a)

(b)

(c)

(d)

(e)

(f)