i'm structural and i'm wondering in the morning how in depth are the retaining wall sections? is it only like 1/2 of the 8 or do they really load up on them with 5/6 questions? also, it seems that cantilever walls are most common as they aren;t that bad and allow for finding active/passive pressure and FS, overturning moments, thats about it correct? do we need to worry about wild eccentric loads for the am/crazy bulkheads(i know anchors are listed but have no clue what to expect if any...)sheetpiles, stuff like that
thanks
thanks