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Details of a reinforced concrete cantilever retaining wall are shown in Figure 11.43, the unit weight of concrete being 23.5 kN / m^3. Due to inadequate drainage, the water table has risen to the level indicated. Above the water table the unit weight of the retained soil is 17 kN / m^3, and below the water table the saturated unit weight is 20 kN / m^3. Characteristic values of the shear strength parameters are c^'=0 and ϕ^'=38^∘. The angle of friction between the base of the wall and the founda

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How to Build a Retaining Wall