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Soil Mechanics and Foundation

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

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

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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
dry of OMC and wet of OMC
wet of OMC and dry of OMC
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 rough
vertical and smooth
plane and smooth

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
angle of repose
cohesion
None of these

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-2
-0.5
2
0.5

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of large magnitude
same shear strength of small magnitude
same shear strength of large magnitude
different shear strengths of small magnitude

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