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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°
22.5°
45°
0°

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
effective size
coefficient of curvature
uniformity coefficient

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and dry of OMC
dry of OMC and wet of OMC
wet of OMC and wet of OMC

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

drum roller
rubber tyred roller
vibratory roller
sheep’s foot roller

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Soil Mechanics and Foundation
Select the correct range of density index,1D

0 ≤ 1D ≤ 1
ID > 0
0 < 1D < 1
1D > 0

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