Soil Mechanics and Foundation Engineering Permeability

The seepage velocity of a soil specimen with discharge velocity of 20 × 10^-3 m/s and void ration of 0.8 is

1

50 × 10^-3 m/s

2

40 × 10^-3m/s

3

45 × 10^-3 m/s

4

55 × 10^-3m/s

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