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For saturated clays under undrained conditions (φ=0), τ = c = undrained shear strength ( S_u ). The unconfined compression test gives ( q_u = 2c ).

Strip footing, B=2m, Df=1.5m, c=20 kPa, φ=25°, γ=18 kN/m³. Find ultimate bearing capacity (Terzaghi). besavilla ce reference