Table 2 Parameter values of each soil layer.
From: Sensitivity analysis of counterweight double-row pile deformation to weak stratum parameters
Stratigraphic(Genetic) | Natural weight (kN/m3) | Elasticity modulus (MPa) | Cohesion (kPa) | Internal friction angle (◦) | Permeability coefficient (m/d) |
|---|---|---|---|---|---|
1–1 Rockfill (Q4mL) | 20.0 | 106 | 6 | 32 | 3.0 |
2–1 Silt (Qm) | 16.5 | 10 | 10 | 6 | 0.005 |
3–1 Silty clay(Q4al+pl) | 18.5 | 45 | 20 | 16 | 0.05 |
4–1 Gravel clay (Qel) | 18.5 | 54 | 21 | 23 | 0.1 |
5–1 Completely weathered granite (γK1) | 19.0 | 150 | 23 | 28 | 0.2 |
