Radial Joints Behavior of a Precast Asymmetric Underpass Induced by Long-Term Loads of Ground Vehicles

Table 3

Similitude ratio of the physical quantities.

Quantities	Similarity relation	Ratio
Length		10
Density		1
Elastic modulus		10
Stress		10
Cohesion		10
Frequency		0.316
Friction angle		1
Strain		1
Poisson’s ratio		1
Acceleration		1
Force		1000