Find the gross qult that the 1.22 × 1.83 m footing, shown in the scheme, can carry. The soil profile consists of two layers of saturated clay. gross qult ANA Saturated clay 0.91m r'i = 17.29 kN/m? C = 57.5 kPa Ø, = 0 0.61m B = 122 m r2= 19.65 kNm3 C2 = 119.79 kPa Ø2 = 0 Saturated clay

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