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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
rock minerals
kaolinite

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

None of these
both viscosity and unit weight
unit weight only
viscosity only

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
undrained test
drained test
consolidated drained test

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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
6 months
3 months
12 months

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

135°
45°
90°
225°

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
water content and specific gravity
voids ratio and dry density
water content and voids ratio

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