Geotechnical feedback

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Please leave feedback and development suggestions for the Oasys Geo programs or vote on existing items – thanks for your input!

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  1. Include consolidation settlement in Pdisp

    Separate out elastic, primary consolidation and secondary consolidation settlement (not just E values).

    32 votes
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    1 comment  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →

  2. Allow multiple analysis cases in Pdisp

    9 votes
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    1 comment  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →

  3. Direct output of equivalent subgrade reaction stiffnesses

    Pdisp is often used to derive subgrade reaction stiffnesses for input into GSA by manually dividing the applied pressure by the settlement results to calculate the equivalent subgrade reaction springs. The conversion could be built into PDsip itself and a subgrade reaction contour could be plotted. There’s a possible automation linkage with GSA.

    1 vote
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    0 comments  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →

  4. Direct output of equivalent reaction stiffnesses for wall elements

    See also "Direct output of equivalent subgrade reaction stiffnesses". Pdisp allows the input of horizontal loading on a vertical plane. Equivalent subgrade reaction stiffnesses (reaction springs) for wall elements could be obtained from applied horizontal pressure and resulting movements.

    1 vote
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    0 comments  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →

  5. Save flexibility matrix in Pdisp for re-use if only load magnitudes are changed

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    0 comments  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →

  6. Separate transparent option for loads and results in Pdisp

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    0 comments  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →
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