PyPile 0.4.0 Released

I am happy to announce PyPile 0.4.0 is released today.

With PyPile 0.4.0, users can analyze laterally loaded piles with: 1) axial pile head loads; 2) English units; 3) result graph export to svg, emf, pdf, and png formats; 4) more HP pile types; 5) some other minor improvements.

Please feel free to let me know if you have any questions, suggestions, recommendations, or bug reports. Thank you for your support!

PyPile - 0.4.0

4 Replies to “PyPile 0.4.0 Released”

  1. Hi,thank you for providing us such good software.

    I have a question on the way the PyPile dealing with vertical load. How does it decide the vertical distribution of axial force? Or does it just make it constant along depth?

  2. Hi,
    What is method of Interpretation of Modulus of sub grade Reaction and in case of property of sand what does K indicate?


    1. Please refer to ANALYSIS OF SINGLE PILES UNDER LATERAL LOADING by Barry J. Heyer and Lymon C. Reese for the K value in Sand. PyPile 0.6.0 will be available in a couple of days and the suggested K value range will be shown beside the input dialog. API Sand will also be available in 0.6.0.

      Regarding the soil modulus of lateral reaction, PyPile 0.6.0 will show p-y curves along the soil profile and also show the p value along the pile based on the pile deflection.

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