P–Y Method Pile Design Calculator
Calculate lateral pile response using nonlinear p–y curves based on API and Reese & Matlock formulations. Input pile and soil properties to compute soil stiffness (k) and ultimate resistance (pu).
Pile Parameters
Soil Layer Properties
| Layer | Depth (m) | Soil Type | γ (kN/m³) | c (kPa) | φ (°) | ε50 |
|---|---|---|---|---|---|---|
| 1 | ||||||
| 2 |
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