I have to design a reinforced concrete retaining wall which has aprox. 7 mt in height, on backfilled soil side I don't have much space for foundaiton protrusion which normally we use to take the balancing overturning moment from backfilled soil, active soil effect, I can create max 2mt...
Dear All,
I'm having a difficulty with understanding, how the force equilibrium is construed in the steel panel zone in order to perform the stress checks. Regarding the book that I'm reading (Advanced analysis and design of steel frames, John Wiley & Sons, Guo-Qiang Li and Jin-Jun Li) writer...