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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
sand
clayey silt
clay

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

vertical plane only
horizontal plane only
all planes except horizontal and vertical planes
both horizontal and vertical planes

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
almost equal to that of clayey soils
None of these
much greater than that of clayey soils

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.425 mm to 0.075 mm
4.75 mm to 2.00 mm
2.00 mm to 0.425 mm
0.075 mm to 0.002 mm

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

2
0.5
-0.5
-2

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