Can the active forces behind a cantilevered wall be modeled through the Slide stability software? The software has a function "back analysis of support forces" which calculates the required force to achieve a certain FOS at the position of a wall?
Can this force be used in the design instead of using earth-pressure coefficients to calculate earth forces?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.