Design a cantilever, Need to design a cantilever retaining

Design a cantilever

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Reference no: EM13127736

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.

Reference no: EM13127736

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Design a cantilever : Need to design a cantilever retaining wall 8m high, saturated unit weight is 16kn/m 3 , surcharge is 7kn/m 2 , load above wall supported on wall stem

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