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

Figure 15

Shear stress-displacement curves of reinforced materials under different shear rates. (a) Reinforced soil with bamboo tendon grating. (b) Reinforced soil with the geogrid. (c) Plain soil.

(a)

(b)

(c)