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Soil Mechanics and Foundation

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

well ppint system
deep well system
vacuum method
electroosmosis method

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
50 mm
167 mm
30 mm

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

gravel
clay
sand
silt

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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

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

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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

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

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

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

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