I izmirlimuhendis New Member Jul 19, 2014 #1 When calculating the retaining wall 'negative soil stress control' is done in which cases. Why is it used as an option in the program? Don't we always have to do this check?
When calculating the retaining wall 'negative soil stress control' is done in which cases. Why is it used as an option in the program? Don't we always have to do this check?