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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

90°
0°
22.5°
45°

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
0.5 and 1.0
1.0 and 0.0
1.0 and 0.5

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit

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

silt
clay
fine sand
coarse sand

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Soil Mechanics and Foundation
A grillage foundation

Is treated as spread foundation
Consists of two sets of perpendicularly placed steel beams
All of these
Is provided for heavily loaded isolated columns

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

both effective stress and total stress
effective stress only
total stress only
None of these

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