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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
3
43833
43832

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n > 0
0 ≤ n ≤ 100
n < 0
0 < n < 100

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

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

be zero
take any value greater than zero
never be greater than unity
take values between 0 and 1 only

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

MH
ML
CH
SL

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

drift
talus
loess
dune sand

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