Study on the Influence of Excavation of Superlarge and Ultra-Deep Foundation Pits on the Pile Foundation of Existing Viaducts

Figure 13

Effect of different elastic modulus of drilled occlusal pile support structures on the lateral displacement of the overall pile body of existing pile foundation (the letters a, b, c, and d represent piles e, f, g, and h, as shown in Figure 8, respectively).

(a)

(b)

(c)

(d)