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

Figure 2

Foundation settlement curves: (a) D = 4r, L = 16 m; (b) D = 6r, L = 16 m; (c) K = 2, L = 16 m; (d) K = 2, D = 4r.

(a)

(b)

(c)

(d)