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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

22.5°
0°
90°
45°

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

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

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

036
0.028
0.036
0.28

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
never be greater than 100 %
be less than 0 %
be greater than 100 %

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
take values between 0 and 1 only
be zero
never be greater than unity

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
equal to or less than 1
always less than 1
always equal to 1

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