need to design a cantilever retaining wall 8m, Civil Engineering

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need to design a cantilever retaining wall 8m

Need to design a cantilever retaining wall 8m high, saturated unit weight is 16kn/m³, surcharge is 7kn/m², load above wall supported on wall stem is 10 kn/m run, angle in internal friction is 35 dergre phi, delta in degree is 23.33, cohesion of clay under base is 35kn/m²,soil pressure is 125kn/m².

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