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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

silt
clay
coarse sand
fine sand

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

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

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

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 < S < 100
0 ≤ S ≤ 100
S < 0

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
3
43832
1

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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