Table 3 Material properties and soil model
From: Numerical modelling of traffic-induced dynamic loading on a two-story residential building
Soil type | Dense sand |
|---|---|
Unit weight | 19 kN/m3 |
C | 5 kN/m3 |
φ | 35° |
Poisson’s ratio | 0.3 |
Elastic modulus | 50 MPa |
Soil model | Mohr–Coulomb (linear elastic model) |
Geometric model | Plain Strain |
Rayleigh α and β | 0.001, 0.01 |