Soil Mechanics and Foundation Engineering Seepage Analysis

A sand sample has a bulk density of 20kN/m3 and a degree of saturation of 70%. If the specific gravity of soil grains is 2.65, the value of critical hydraulic gradient for the soil will be ( Assume γw = 10 kN/m3)

1
1.02
2
1.05
3
1.10
4
1.15

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