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

Table 6

Test schemes for different types of reinforcement.

Test number	Type of reinforcement	Compactness	Shear rate (mm/min)	Vertical stress (kPa)
A01	Plain soil	0.90	1	100, 200, 300, 400
A02	Geogrids	0.90	1	100, 200, 300, 400
A03	A2-type bamboo tendon grating	0.90	1	100, 200, 300, 400