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Solplan 20261002 Solpile LogoSolpile

Single pile analysis

From layered soil to pile response. Model lateral loading, explore nonlinear behaviour and prepare clear engineering reports.

From US$40 / month

7-day trial  ·  Windows  ·  Preparing for release

Solpile 3D view showing a single pile in layered soil with bending moment results
Solpile · Example model

Built around your analysis

The p-y method, with a finite-difference beam-on-springs solver and P–Delta effects.

  • Layered soil & p-y analysis

    Model clay, sand and rock, groundwater, slope and pile batter. Apply static or cyclic lateral loads.

  • Pile sections & nonlinear bending

    Work with concrete, steel and prestressed sections. Explore moment-curvature behaviour and axial load–moment interaction.

  • Load cases & design studies

    Compare pile-head and distributed loads, soil movement and LRFD combinations. Run pushover, buckling, stiffness and pile-length studies.

  • Results you can work with

    Review deflection, bending moment, shear and soil reaction. Export tables and reports to PDF, Word and Excel.

See the response.
Compare the load cases.

Trace response along the pile and inspect the p-y curves at the depths you choose. Use SI or US units throughout your project.

View example report
Solpile result charts comparing deflection, moment, shear and soil reaction across three load cases

A plan for the way you work

Solpile, with monthly or annual access.

Save 20%

Annual

US$384/ year

Equivalent to US$32 / month, paid annually.

Choose annual

Want to explore it first? Request a 7-day free trial.

Start with a clear workflow

Technical details

Analysis: lateral response of a single pile in layered soil. Axial thrust contributes to P–Delta and section response. Use Solgroup for pile group modelling.

Workflow: native .lpx projects, multiple load cases, multi-file analysis, SI/US units, and command-line/Python automation.

Platform: Windows desktop. Final installer requirements will accompany the release.

Engineering use: select appropriate soil models and parameters, review convergence and run notes, and check results against the design requirements.