Compute the relative density over consolidation ratio

Reference no: EM13315117

A cone penetration test has been conducted and has measured a con resistance of 85 kg/cm^3 at a depth of 10m. the vertical effective stress at this depth is 159KPa and the over consolidation ratio is 2, The soils at this depth are quartz sands. Compute the relative density.

Reference no: EM13315117

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