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Soil Mechanics and Foundation

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

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

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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

24 months
3 months
6 months
12 months

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
consolidated drained test
drained test
consolidated undrained test

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

SL
ML
CH
MH

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these
more at edges compared to middle
uniform throughout
less at edges compared to middle

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

both horizontal and vertical planes
horizontal plane only
vertical plane only
all planes except horizontal and vertical planes

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