Table 3 Parameters of cohesiveness of soil.
From: Sensitivity analysis of counterweight double-row pile deformation to weak stratum parameters
Stratigraphic(Genetic) | Cohesion/kPa | ||||
|---|---|---|---|---|---|
A1 | A2 | A3 | A4 | A5 | |
1–1 Rockfill (Q4mL) | 3.0 | 4.0 | 5.0 | 6.0 | 7.0 |
2–1 Silt (Qm) | 7.0 | 8.0 | 9.0 | 10.0 | 11.0 |
3–1 Silty clay(Q4al+pl) | 20.0 | 20.0 | 20.0 | 20.0 | 20.0 |
4–1 Gravel clay (Qel) | 21.0 | 21.0 | 21.0 | 21.0 | 21.0 |
5–1 Completely weathered granite (γK1) | 23.0 | 23.0 | 23.0 | 23.0 | 23.0 |
1–1 Rockfill (Q4mL) | 25.0 | 25.0 | 25.0 | 25.0 | 25.0 |
