The Horizontal Bearing Capacity of Composite Concrete-Filled Steel Tube Piles

Table 6

Similitude ratios in centrifugal model tests.

Parameter	Ratio
Length	1 : n
Diameter	1 : n
Displacement	1 : n
Moment of inertia	1 : n^4
Stress and strain	1 : 1
Force	1 : n^2

Note. Centrifugal acceleration = n·.