Table 1 Soil constitutive model and contact model parameter table.
From: Influence of P-wave oblique incidence on seismic response of helical piles in soft soil sites
Material | Density/kg·m−3 | Young’s modulus/MPa | Poisson’s ratio | Friction angle/° | Cohesive force/kPa | Coefficient of friction |
|---|---|---|---|---|---|---|
Soil | 1890 | 2 | 0.30 | 15 | 15 | 0.1 |
