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Table 3 Numerical model soil parameters

From: Dynamic effect of metro-induced vibration on the rammed earth base of the Bell Tower

Parameter Unit Fill Q3 Q4 Silty clay
Height (H) (m) 8 3.5 8 40
Soil Young modulus (E) (MPa) 110 403 495 622
Poisson’s ratio (ν) (–) 0.175 0.163 0.160 0.158
Cohesion (C) (kPa) 24.3 25.3 37.5 35.5
Angle of internal friction (φ) (°) 12 12.5 20.2 25.2
Soil unit weight (γ) (kg/m3) 17.8 20.4 20.2 20.6