Research Article
Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions
Table 1
Properties of the pile.
| | Parameter | Symbol | Value |
| | Penetration depth (m) | | 21.0 | | Diameter (m) | | 4.00 | | Wall thickness (m) | | 0.05 | | Modulus of elasticity (kPa) | | | | Unit weight (kN/m3) | | 87.00 | | Poisson ratio | | 0.30 |
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