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Soil Mechanics and Foundation

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

clay
sand
clayey silt
silt

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

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
undrained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

deep well system
electroosmosis method
vacuum method
well ppint system

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
17
PI>27
0 < PI < 7

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

0 ≤ 1D ≤ 1
0 < 1D < 1
ID > 0
1D > 0

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