Design Analysis and Observed Performance of a Tieback Anchored Pile Wall in Sand

Figure 6

Comparison of the observed and calculated results using various methods for the deep excavation. (a) Horizontal wall deformation. (b) Bending moment of pile wall. (c) Shear force of pile wall. (d) Earth pressure. (e) Settlement of ground surface.

(a)

(b)

(c)

(d)

(e)