Research Article
Analysis of Soil Resistance under Horizontal Load of Rigid Antislide Pile
Table 5
Model material parameters.
| | Material | Moisture content (%) | Gravity (kN·m-3) | Cohesion (kPa) | Angle of internal friction (°) | Modulus of compression (MPa) | Modulus of elasticity (MPa) |
| | Loess | 19.10 | 19.70 | 15.0 | 5.60 | 5.30 | | | Paleosoil | 17.30 | 19.80 | 8.50 | 5.80 | 5.98 | | | C15 concrete | | 25 | | | | 18300 | | HRB400 steel | | 78 | | | | 200000 |
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