Bearing Characteristics of Moso Bamboo Micropile-Composite Soil Nailing System in Soft Soil Areas

Figure 13

Horizontal displacement nephogram of the side wall of the foundation pit at each loading stage. (a) 10 kPa, (b) 20 kPa, (c) 30 kPa, and (d) 40 kPa.

(a)

(b)

(c)

(d)