Calculate the vertical effective stress at a depth

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Reference no: EM131242819

A certain soil has a dry volumetric weight of 15.7 kN/m³, and a saturated volumetric weight of 21.4 kN/m³. The phreatic level is at 2.5 m below the soil surface, and the capillary rise is 1.3 m. Calculate the vertical effective stress at a depth of 6.0 m, in kPa.

Reference no: EM131242819

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