Table 5 Soil parameter of embankment slope.
Saturation | Density/kg·m−3 | Deformation modulus/MPa | Porosity | Saturated infiltration coefficient/cm·s−1 | Cohesive force /kPa | Internal friction angle/° | Poisson’s ratio |
|---|---|---|---|---|---|---|---|
0.54 | 1840 | 26.22 | 0.41 | 4.5 × 10–4 | 22.6 | 21.4 | 0.30 |
0.65 | 1888 | 21.00 | 0.41 | 4.5 × 10–4 | 20.0 | 21.1 | 0.32 |
0.77 | 1935 | 15.00 | 0.41 | 4.5 × 10–4 | 13.0 | 20.4 | 0.34 |
0.88 | 1982 | 9.00 | 0.41 | 4.5 × 10–4 | 12.0 | 20.2 | 0.38 |
1.00 | 2030 | 4.65 | 0.41 | 4.5 × 10–4 | 10.2 | 20.0 | 0.40 |
