UserVoice for Oasys Engineering Software

Welcome to the Oasys Engineering Software UserVoice site. Let us know what you would like to see in future versions of the Oasys Engineering products. This site is for suggestions and ideas; if you want support or need to report a bug, please email oasys@arup.com directly.

We look forward to receiving your input!

Thanks – Oasys Engineering Team

Knowledge Base

  1. Frew (flexible retaining wall analysis) 

    1. How can I model the change from undrained soil to drained soil in the long term?
    2. The passive softening option in the analysis method dialog box appears to be locked and cannot be accessed.
    3. Is there any way to estimate the maximum displacement of the wall under a horizontal load?
    4. When we assign a Preload of 600kN/m to a Strut element at Stage 7, the program analyses and output a Strut load of 112kN/m only which is smaller than the Preload (600kN/m) at the same Stage !! Can you tell us how come the discrepancy between assigned Preload and the output Strut load?
    5. Occasionally analyses obtain bending moments below the wall and very erratic results e.g. for total stresses
  2. Slope (slope stability analysis) 

    1. Can you model retaining walls in Slope?
    2. In the Analysis Method table, which Method of Analysis should I use?
    3. In the Analysis Method dialog, which Factor of Safety should I use?
    4. How do you model an artesian water basin or perched water table in Slope?
    5. Does Slope consider the Morgenstern-Price or Spencer's methods for both force and moment equilibrium?
  3. All articles 

    1. How can I model the change from undrained soil to drained soil in the long term?
    2. Can you model retaining walls in Slope?
    3. The passive softening option in the analysis method dialog box appears to be locked and cannot be accessed.
    4. In the Analysis Method table, which Method of Analysis should I use?
    5. Is there any way to estimate the maximum displacement of the wall under a horizontal load?
    14 articles 

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