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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

0°
45°
90°
22.5°

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

none of above
allowable settlement only
both allowable settlement and ultimate bearing capacity
ultimate bearing capacity of soil only

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Soil Mechanics and Foundation
Residual soils are formed by

wind
glaciers
water
None of these

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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

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

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and smooth
vertical and smooth
plane and rough

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

0 ≤ 1D ≤ 1
1D > 0
ID > 0
0 < 1D < 1

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MORE MCQ ON Soil Mechanics and Foundation

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