Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas

Figure 11

Shear stress-displacement curves of the reinforcement material interface under different normal stress levels: (a) 100 kPa normal stress, (b) 200 kPa normal stress, (c) 300 kPa normal stress, and (d) 400 kPa normal stress.

(a)

(b)

(c)

(d)