Knowledge Base
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Frew (flexible retaining wall analysis) →
- How can I model the change from undrained soil to drained soil in the long term?
- The passive softening option in the analysis method dialog box appears to be locked and cannot be accessed.
- Is there any way to estimate the maximum displacement of the wall under a horizontal load?
- 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?
- Occasionally analyses obtain bending moments below the wall and very erratic results e.g. for total stresses
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Slope (slope stability analysis) →
- Can you model retaining walls in Slope?
- In the Analysis Method table, which Method of Analysis should I use?
- In the Analysis Method dialog, which Factor of Safety should I use?
- How do you model an artesian water basin or perched water table in Slope?
- Does Slope consider the Morgenstern-Price or Spencer's methods for both force and moment equilibrium?
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All articles →
- How can I model the change from undrained soil to drained soil in the long term?
- Can you model retaining walls in Slope?
- The passive softening option in the analysis method dialog box appears to be locked and cannot be accessed.
- In the Analysis Method table, which Method of Analysis should I use?
- Is there any way to estimate the maximum displacement of the wall under a horizontal load?