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Soil Mechanics and Foundation

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

17
0 < PI < 7
7
PI>27

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

greater than specific gravity of soil
equal to specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

6 months
12 months
24 months
3 months

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

silt
sand
clay
gravel

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

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

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

23.2 kN/m3
18.6 kN/m3
20.0 kN/m3
22.0 kN/m3

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