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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
CH
MH
SL

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

0 < 1D < 1
1D > 0
0 ≤ 1D ≤ 1
ID > 0

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.28
036
0.028
0.036

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

167 mm
15 mm
50 mm
30 mm

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

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

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

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

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