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7. A cone penetration test on a coarse-grained soil with mean particle size (D50) of 0.5 mm produced a cone resistance (qc) of 80 kg/cm2

7. A cone penetration test on a coarse-grained soil with mean particle size (D50) of 0.5 mm produced a cone resistance (qc) of 80 kg/cm2 and a friction ratio (Rf) of 1%. [5 points]

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