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Soil Mechanics and Foundation

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
Time factor for a clay layer is

a dimensional parameter
inversely proportional to drainage path
directly proportional to permeability of soil
independent of thickness of clay layer

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Soil Mechanics and Foundation
Effective stress is

All of these
a physical parameter that can be measured
important because it is a function of engineering properties of soil
the stress at particles contact

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
3m
1.0m
1.5m

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Soil Mechanics and Foundation
Sand particles are made of

rock minerals
kaolinite
illite
montmorillonite

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

dehydrated soil
partially saturated soil
dry soil
air entrained soil

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MORE MCQ ON Soil Mechanics and Foundation

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