Seismic Response of Rock Slopes with the Anchor Cable in Centrifuge Modeling Tests

Table 2

Similarity law in the centrifugal model test.

Physical values	Dimension	Unit	Similarity law
			Model (30 g)/prototype (1 g)	Model (40 g)/prototype (1 g)
Length (L)	L	m	1/30	1/40
Area (A)	L^2	m^2	1/30^2	1/40^2
Volume (V)	L^3	m^3	1/30^3	1/40^3
Quality (m)	M	kg	1/30^3	1/40^3
Acceleration (a)	LT^−2	m/s^2	30	40
Speed (v)	LT^−1	m/s	1	1
Stress (σ)	ML^−1T^−2	MPa	1	1
Strain (ε)			1	1
Time (t)	T	s	30	40