Research Article
Dynamic Characteristics of Saturated Silty Soil Ground Treated by Stone Column Composite Foundation
Table 3
Similitude coefficients of the shaking table model test.
| Physical quantity | Similarity coefficient |
| Geometry | | Mass density | | Dynamic elastic modulus | | Dynamic Poisson ratio | | Frequency | | Damping coefficient | | Subgrade deadweight | | Effective overlying stress |
= | Gravitational acceleration | | Input acceleration | | Dynamic response stress | | Dynamic response angular displacement | | Dynamic response linear displacement | | Dynamic response strain | | Dynamic response acceleration | | Excess pore pressure | |
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