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

Figure 17

Y-direction displacement nephogram of S6 group loading: (a) 1,200 kN; (b) 2,400 kN; (c) 3,600 kN; (d) 4,800 kN; (e) 6,000 kN; (f) 7,200 kN; (g) 8,400 kN; (h) 9,600 kN.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)