Prediction Method of Vertical Ultimate Compressive Bearing Capacity of Single Pile in Soft Soil considering the Influence of Gravity

Figure 14

Settlement deformation diagram in the z-direction. (a) TS1, pile top load of 1750 kN; (b) TS2, pile top load of 2100 kN; (c) TS3, pile top load of 2160 kN; (d) TS4, pile top load of 2700 kN.

(a)

(b)

(c)

(d)