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DFCCIL_CE _Quiz 48
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Question 1
The water level in a lake is 5 m above the bed. The saturated unit weight of the lake bed soil is 20 KN/m3. The unit weight of water is 10 KN/m3. The effective vertical stress at 5m depth below the lake bed is:
Question 2
Capillary water in soils
Question 3
The quantity of seepage of water in a soil medium is
Question 4
When applying Darcy’s law to soils, it is assumed that the
Question 5
The ground conditions at a site are:
Water table is at ground level.
Water content = 20%
Specific gravity = 2.6
Unit weight of water = 10 kN/m2
Then effective stress, at a point 4 m below ground level is
Question 6
In a Soil deposit of three layers of equal thickness, the permeabilities of first, second and third layers are in the ratio 1:2:3 . The ratio of average permeability in horizontal direction (Kh) to that in the vertical direction (Kv) will be:
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AE & JE ExamsJul 3AE & JE Exams