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

Table 9

Test schemes for different degrees of compactness.

Test number	Types of reinforcement	Compactness	Shear rate (mm/min)	Vertical stress (kPa)
D01	A2-type bamboo tendon grating	0.90	1	100, 200, 300, 400
D02	A2-type bamboo tendon grating	0.85	1	100, 200, 300, 400
D03	A2-type bamboo tendon grating	0.80	1	100, 200, 300, 400