Research Article
Numerical Analysis of the Preloading Consolidation of the Soft Foundation with a Plastic Drainage Plate
Table 3
Calculation parameters of the soft soil foundation.
| | Material | Constitutive model | γsat (kN/m3) | κ | μ | λ | M | a0 | β | K | e0 | k0 m/day |
| | Soil 1 | MCC | 17.0 | 0.102 | 0.30 | 0.57 | 1.00 | 0 | 1 | 1 | 1.449 | 0.95 × 10−5 | | Soil 2 | MCC | 18.7 | 0.065 | 0.30 | 0.54 | 1.42 | 0 | 1 | 1 | 1.367 | 7.43 × 10−3 | | Soil 3 | MCC | 17.5 | 0.025 | 0.25 | 0.53 | 1.34 | 0 | 1 | 1 | 0.710 | 5.01 × 10−1 | | Soil 4 | MCC | 17.5 | 0.042 | 0.33 | 0.52 | 1.34 | 0 | 1 | 1 | 1.237 | 4.49 × 10−5 | | Soil 5 | MCC | 19.5 | 0.063 | 0.20 | 0.52 | 1.22 | 0 | 1 | 1 | 1.012 | 6.05 × 10−2 |
|
|
