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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
clay
silt
sand

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months
12 months
3 months
6 months

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

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

All of these
the principle of test
the method of preparation of soil suspension
the method of taking observations

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Dispersing agent correction
Temperature correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 33.3%
decreases by 33.3%
increases by 50%
increases by 25%

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