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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

PI>27
0 < PI < 7
17
7

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
two phase system with soil and water
two phase system with soil and air
one phase system

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

3m
1.0m
1.5m
2.0m

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
remains unchanged
increases
decreases

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

only in floating ring type consolido-meter
None of these
only in fixed ring type consolido-meter
both (A) and (B)

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

20 mm
40 mm
None of these
10 mm

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