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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

partially saturated soil
air entrained soil
dry soil
dehydrated soil

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

0.028
036
0.28
0.036

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

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

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

2.00 mm to 0.425 mm
4.75 mm to 2.00 mm
0.425 mm to 0.075 mm
0.075 mm to 0.002 mm

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
between 750 mm and 1 m
between 300 mm and 750 mm
less than 300 mm

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite
montmorillonite
None of these
illite

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MORE MCQ ON Soil Mechanics and Foundation

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