Assessment of Ultimate Bearing Capacity of Static Loading Pile Based on Cusp Catastrophe Theory

Figure 5

Analysis of Q–S curves of 10 cast-in-place piles tested at Jinqiao-Meiya and Jinqiao-Chunyu sites: (a) pile 87#, (b) pile 147#, (c) pile 274#, (d) pile 399#, (e) pile SZ1#, (f) pile SZ5#, (g) pile SZ6#, (h) pile SZ7#, (i) pile SZ8#, and (j) pile SZ9#.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)