When you have a surcharge behind a retaining wall, do you multiply it by Ka for lateral pressure?
For example if you have surcharge q, of 3000lbs/ft the vertical pressure at depth 4 feet would be yz + (qa'/(a'+z)).
Would the lateral pressure be Ka(yz + (qa'/(a'+z))) or Ka(yz)+ (qa'/(a'+z))?
For example if you have surcharge q, of 3000lbs/ft the vertical pressure at depth 4 feet would be yz + (qa'/(a'+z)).
Would the lateral pressure be Ka(yz + (qa'/(a'+z))) or Ka(yz)+ (qa'/(a'+z))?