CANeng11
Civil/Environmental
- Feb 18, 2015
- 114
If you have a temporary retaining wall with a near vertical cut behind and the void filled with loose fill, can you analyze the wall to only take the load from a slip plane failure with the resultant acting near the bottom of the wall? Or once the slope stability failure occurs, will there now be an active pressure behind the wall that needs to be designed for?
Hopefully this is clear. I have attached a quick sketch
Hopefully this is clear. I have attached a quick sketch