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A saturated clay layer has a thickness of 8 m with a water content of 50% and a specific gravity of 2.78. Compute the saturated unit weight of the clay.
\(15.69 kN/m^3\)
\(18.37 kN/m^3\)
\(20.45 kN/m^3\)
\(17.12 kN/m^3\)
Answer:
\(17.12 kN/m^3\)
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