Check overturning stability: FOS_OT = ΣM_restoring/ΣM_overturning ≥ 1.5-2.0. Restoring moment from wall weight and soil surcharge. Overturning moment from active earth pressure resultant. Location of base resultant.
2D stress state at a point. All stresses in MPa.
Check overturning stability: FOS_OT = ΣM_restoring/ΣM_overturning ≥ 1.5-2.0. Restoring moment from wall weight and soil surcharge. Overturning moment from active earth pressure resultant. Location of base resultant
Each component has a specific meaning:
Note: Interpret the retaining wall overturning result against the clinical thresholds and context described above.
Enter the wall weight, soil surcharge for the patient or scenario you are assessing. Check overturning stability: FOS_OT = ΣM_restoring/ΣM_overturning ≥ 1.5-2.0. Restoring moment from wall weight and soil surcharge. Overturning moment from active earth pressure resultant. Location of base resultant. Use the retaining wall overturning result to inform your clinical assessment.