Table 2 Similarity coefficients of the shaking table test.

From: Dynamic responses characteristics of bedrock and overburden layer slope with anchored frame piles based on shaking table test

Number

Physical quantities

Symbols and relation expression

Similitude parameter

Number

Physical quantities

Symbols and relation expression

Similitude parameter

1

Geometry dimension L

Cl

30

9

Gravity acceleration g

Cg = 1

1

2

Density ρ

Cρ

1

10

Amplitude of input acceleration A

CA = 1

1

3

Duration Td

CTd = Cl0.5

5.47

11

Input vibration frequency ω

Cω = Cl-0.5

0.183

4

Cohesion c

Cc = Cl

30

12

Output displacement s

CS = Cl

30

5

Internal friction angle φ

Cφ = 1

1

13

Output strain ε

Cε = 1

1

6

Dynamic modulus of elasticity E

CE = Cl

30

14

Output velocity V

CV = Cl0.5

5.47

7

Poisson ratio μ

Cμ = 1

1

15

Output stress σ

Cσ = Cl

30

8

Shear wave velocity Vs

CVs = Cl0.5

5.47

16

Output acceleration a

Ca = 1

1