What is the effective stress at the bottom of the caly

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A granular soil deposit is 4 m thick and underlying it is a clay having a thickness of 5 m. There is a water table at the interference of the soil and clay. Dry unit weight of sand is 15.6 kn/m3 and saturated unit weight is 16.6 kn/m3. For clay, saturated unit weight is 17.8 KN/m3. If the water surface will rise 4 m above the soil surface, what is the effective stress at the bottom of the caly?

Reference no: EM132416325

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