Research Article
Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions
Table 3
Elastic-plastic properties of soil.
| | Parameter | Symbol | Value | | Sand | Clay |
| | Modulus of elasticity (kPa) | | | | | Unit weight (kN/m3) | | 20.00 | 20.00 | | Poisson ratio | | 0.30 | 0.30 | | Angle of internal friction (°) | | €40.0 | — | | Undrained shear strength (kPa) | | — | 150.0 |
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