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

<div>Stress diagram of soil particles on the surface of reinforced materials with different roughness. (a) Soil particles and bamboo reinforcement surface. (b) Soil particles and biaxial geogrid surface.</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas 