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

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

consistency index to liquidity index
liquidity index to flow index
plasticity index to consistency index
plasticity index to flow index

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

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Soil Mechanics and Foundation
The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

0.0045 m3/sec
0.18 m3/sec
0.1125 m3/sec
0.00018 nrVsec

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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

gravel
sand
clay
silt

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