Shaking Table Test and Numerical Verification for Free Ground Seismic Response of Saturated Soft Soil

Table 1

Scale relations and ratio of model system.

Item Type	Physical quantity	Dimension	Similarity relation	Similarity ratio
Geometrical characteristics	Length	[L]		1:4
	Linear Displacement	[L]		1:4
Material characteristics	Density	[ML^−3]		1:1
	Velocity ()	[LT^−1]		1:2
Dynamic characteristics	Pore pressure	[MLT^−2]		1:4
	Time	[T]		1:2
	Frequency	[T^−1]		2:1
	Acceleration	[LT^−2]		1
	Stress	[ML^−1T^−2]		1:4