Influence of Plate Position on Uplift Failure State and Bearing Capacity of NT-CEP Pile Groups

Figure 16

Y-direction displacement cloud diagram of the F6 group during loading: (a) 1,600 kN; (b) 2,400 kN; (c) 3,200 kN; (d) 4,000 kN; (e) 4,800 kN; (f) 5,600 kN; (g) 6,400 kN; (h) 7,200 kN.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)