Table 4 Parameters of internal friction Angle of soil.
From: Sensitivity analysis of counterweight double-row pile deformation to weak stratum parameters
Stratigraphic(Genetic) | Internal friction angle/° | ||||
|---|---|---|---|---|---|
B1 | B2 | B3 | B4 | B5 | |
1–1 Rockfill (Q4mL) | 28.0 | 29.0 | 30.0 | 31.0 | 32.0 |
2–1 Silt (Qm) | 2.0 | 3.0 | 4.0 | 5.0 | 6.0 |
3–1 Silty clay(Q4al+pl) | 16.0 | 16.0 | 16.0 | 16.0 | 16.0 |
4–1 Gravel clay (Qel) | 23.0 | 23.0 | 23.0 | 23.0 | 23.0 |
5–1 Completely weathered granite(γK1) | 28.0 | 28.0 | 28.0 | 28.0 | 28.0 |
1–1 Rockfill (Q4mL) | 32.0 | 32.0 | 32.0 | 32.0 | 32.0 |
