Advances in Civil Engineering

Research Article

Application Research of New Cementitious Composite Materials in Saline Soil Subgrade Aseismic Strengthening

Table 14

Similarity coefficients.
Physical quantitySimilarity constants
Dynamic shear strength (MPa)4.85
Length (m)6.00
Density (kg/m3)1.00
Acceleration (m/s2)0.81
Time (s)2.72
Strain1.00
Dynamic displacement (m)51.56
Frequency (Hz)0.19