Research Article
Research on Bearing Theory of Squeezed Branch Pile
Table 4
Basic physical and mechanical parameters of the ground at the test site.
| | No. | Soil layer | H(m) | h(m) | Es(MPa) | ρ (g/cm3) | e | c(kPa) | φ(°) |
| | 1 | Clay | 1.7 | 0∼1.6 | 9.1 | 1.81 | 0.64 | 13.9 | 23 | | 2 | Sandy silt | 1.0 | 1.6∼1.8 | 39 | 2.1 | — | 0 | 25 |
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