Numerical and Theoretical Study on the Settlement of Capped Piles Composite Foundation under Embankment

Figure 3

Curve of pile-soil differential settlement: (a) D = 2 m, L = 16 m; (b) D = 3 m, L = 16 m; (c) K = 2, L = 16 m; (d) K = 2, D = 2 m.

(a)

(b)

(c)

(d)