Research Article
Analysis of Soil Resistance under Horizontal Load of Rigid Antislide Pile
Table 2
Numerical simulation of material parameters.
| | Soil layer | Weight (kN·m-3) | Moisture content (%) | Saturation (%) | Void ratio | Cohesion (kPa) | Angle of internal friction (°) | Compression modulus (MPa) | Modulus of elasticity (MPa) |
| | Loess | 19.7 | 23.5 | 75 | 0.93 | 15 | 14 | 9 | — | | Paleosoil | 19.8 | 24.4 | 86 | 0.78 | 16 | 15 | 9 | — | | Concrete | 25 | — | | | — | — | — | 18300 | | Steel | 78 | — | | | — | — | — | 200000 |
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