Geotechnical feedback

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

Note that the Knowledge Base includes summarized development plans.

How can we improve Oasys geotechnical software?

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  • My feedback
  1. Specify soil nail bond strength for each strata

    The ability to specify a single bond strength between a soil nail and the surrounding soil (using CIRIA guidance or preliminary test data) does not work if the soil is layered. The user should be able to specify the bond strength for each strata.

    33 votes
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    0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
  2. 16 votes
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    4 comments  ·  New programs  ·  Flag idea as inappropriate…  ·  Admin →
  3. 14 votes
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    2 comments  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
  4. 11 votes
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    1 comment  ·  Frew  ·  Flag idea as inappropriate…  ·  Admin →
  5. 11 votes
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    0 comments  ·  Frew  ·  Flag idea as inappropriate…  ·  Admin →
  6. 9 votes
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    1 comment  ·  Pdisp  ·  Flag idea as inappropriate…  ·  Admin →
  7. Provide ground movement calculation for re-entrant corners.

    Two current ideas:

    1. a simple proportioning of the contributions to a point's displacements based on how many sides contribute, if 2, then each 50%, if 3, then each 30% etc. But may also need consideration for the angle. Simple geometrical solution (with warning) if nothing better received.

    2. a geometric solution which could be coded and compared to finite element analysis.

    Same ideas can apply to changes in ground movement curve between one wall and another.

    9 votes
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    open for voting  ·  0 comments  ·  Xdisp  ·  Flag idea as inappropriate…  ·  Admin →
  8. COM interface or similar

    This would allow interaction with specific program functions from within a spreadsheet, for example. So a user could set up text data and analyse it, or amend data and carry out bulk analysis to check sensitivity to certain parameters, or extract results for post processing.

    7 votes
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    3 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  9. Implementation of soil layering formulation as per Geogiadis

    Implementation of soil layering formulation as per Geogiadis M (1983). Development of p-y Curves for Layered Soils. Proc. Geotechnical Practice in Offshore Engineering, ASCE, pp. 536-545.

    7 votes
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    0 comments  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
  10. 5 votes
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    in beta  ·  1 comment  ·  Frew  ·  Flag idea as inappropriate…  ·  Admin →
  11. 4 votes
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    0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  12. 4 votes
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    0 comments  ·  Frew  ·  Flag idea as inappropriate…  ·  Admin →
  13. 4 votes
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    0 comments  ·  Safe  ·  Flag idea as inappropriate…  ·  Admin →
  14. 4 votes
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    0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
  15. 4 votes
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    1 comment  ·  New programs  ·  Flag idea as inappropriate…  ·  Admin →
  16. Convert to a ribbon interface

    Ribbon interfaces (like Microsoft Office etc) have advantages in that commands are more easily put in front of the user at the appropriate time. Frequently used commands can be added to a custom toolbar.

    3 votes
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    0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  17. 3 votes
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    1 comment  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
  18. 3 votes
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    0 comments  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
  19. 3 votes
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    0 comments  ·  Greta  ·  Flag idea as inappropriate…  ·  Admin →
  20. 3 votes
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    0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
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Geotechnical feedback

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