P–Y Method Pile Design Calculator
This tool computes lateral pile response using nonlinear p–y curves derived from common code-based formulations (API, Reese & Matlock). Soil stiffness k and ultimate resistance pu are automatically calculated from soil properties.
Input Parameters
Soil Layer Properties
| Layer | Depth (m) | Soil Type | γ (kN/m³) | c (kPa) | φ (°) | ε50 |
|---|---|---|---|---|---|---|
| 1 | ||||||
| 2 |
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