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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

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

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always less than 1
equal to or less than 1
equal to or gi eater than 1
always equal to 1

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
90°
135°
225°

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
clayey silt
clay
silt

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Soil Mechanics and Foundation
A grillage foundation

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

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

50%
20%
40%
30%

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