Geotechnical feedback

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

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How can we improve Oasys geotechnical software?

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  1. 3 votes
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      0 comments  ·  Greta  ·  Flag idea as inappropriate…  ·  Admin →
    • 3 votes
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        0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
      • 3 votes
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          1 comment  ·  New programs  ·  Flag idea as inappropriate…  ·  Admin →
        • Include pile pinning in Slope

          We would like to be able to model piles in Slope, with specified mobilised shear resistance across the failure surface. This would ideally (in future) be linked to a mobilised shear-displacement profile for each pile derived from Alp. The mobilised shear can be specified apriori for the pile or pile group, or determined from Newmark Sliding Block analysis with the shear-displacement curve. Get in touch for details.

          3 votes
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            0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
          • Add ability to select / specify casing diameter in PILE

            When constructing a pile with temporary casing, the pile diameter through the cohesionless (cased) soils is much greater, resulting in an increased shaft area and thus capacity.

            Currently Pile can only specify one (the minimum) pile diameter.

            3 votes
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              0 comments  ·  Pile  ·  Flag idea as inappropriate…  ·  Admin →
            • Enable SLS check as part of Eurocode (ULS) calculations

              It would be very useful to enable a check that the characteristic pile shaft resistance is greater than the characteristic pile action.

              i.e. a factor of >1 on the shaft capacity alone

              3 votes
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                0 comments  ·  Pile  ·  Flag idea as inappropriate…  ·  Admin →
              • 3 votes
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                  0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
                • 2 votes
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                    0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
                  • 2 votes
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                      0 comments  ·  Greta  ·  Flag idea as inappropriate…  ·  Admin →
                    • 2 votes
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                        planned  ·  0 comments  ·  Seismic  ·  Flag idea as inappropriate…  ·  Admin →
                      • 2 votes
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                          0 comments  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
                        • 2 votes
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                            1 comment  ·  Frew  ·  Flag idea as inappropriate…  ·  Admin →
                          • 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 →
                            • 1 vote
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                                0 comments  ·  Alp  ·  Flag idea as inappropriate…  ·  Admin →
                              • 1 vote
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                                  0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
                                • 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 →
                                  • Changing slope angle interactively on graphical input

                                    At present , we need to change coordinates of strata to change slope section inclination angle , it will be great if we can change slope angle on screen directly. This will be useful for mining engineering problems where height of the bench remains constaant but user want to change slope angle.

                                    1 vote
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                                      0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
                                    • 1 vote
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                                        1 comment  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
                                      • 1 vote
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                                          0 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
                                        • 1 vote
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                                            2 comments  ·  Slope  ·  Flag idea as inappropriate…  ·  Admin →
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