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Soil Mechanics and Foundation

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

deep well system
electroosmosis method
well ppint system
vacuum method

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

both (A) and (B)
only in fixed ring type consolido-meter
None of these
only in floating ring type consolido-meter

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
inversely proportional to the compression index
None of these
directly proportional to the voids ratio

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
MH
SL
CH

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
consolidated drained test
drained test
undrained test

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