Research Article

Structure Strengthening Method for Enhancing Seismic Behavior of Soft Tunnel Portal Section

Table 2

Similarity ratio of major parameters.

ParameterSimilarity ratio

Frequency0.18
Stain1
Young’s modulus1
Internal friction angle1
Angular displacement1
Density1.5
Mass40500
Time5.477
Velocity5.477
Linear displacement30
Stress45
Stiffness1350
Damping7394
Moment121500