Seismic Response of Anchor + Hinged Block Ecological Slope by Shaking Table Tests

Table 1

Similarity ratio of slope parameters.

Physical parameters	Similarity ratio	Remarks
Length,		Control parameter
Acceleration,		Control parameter
Density,		Control parameter
Displacement,
Speed,
Cohesion,		Need to be satisfied
Internal friction angle,		Unchangeable
Stress,
Strain,
Time,
Frequency,

Note. Due to the limit of primary soil material, the similarity ratio of mass density and moisture content will be assumed to be 1.0.