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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

less than 0.0002 mm
All of these
between 0.2 mm and 0.0002 mm
greater than 0.2 mm

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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

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

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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

3 months
12 months
24 months
6 months

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plasticity index
shrinkage limit
plastic limit
liquid limit

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of small magnitude
same shear strength of large magnitude
different shear strengths of large magnitude
different shear strengths of small magnitude

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

sand bath method
alcohol method
oven drying method
calcium carbide method

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