Effects of the Tip Location on Single Piles Subjected to Surcharge and Axial Loads

Figure 6

Settlement contour of the soil surrounding a pile with tip location: (a) 𝑌=1.00𝐷, (b) 𝑌=0.25𝐷, (c) 𝑌=0.00𝐷, and (d) 𝑌=−1.00𝐷.

(a)

(b)

(c)

(d)