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Soil Mechanics and Foundation

Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

zero
1
negative
non-plastic (NP)

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

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

greater than 1
between 0 and 1
zero
1

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

zero
greater than 1 [CS 95]
1
between 0 and 1

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the size of particles increases
is rarely more than 30° for fine grained soil
increases as the soil gradation im-proves
is limited to a maximum value of 45°

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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