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Soil Mechanics and Foundation

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

gravel
silt
sand
clay

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 < S < 100
0 ≤ S ≤ 100
S > 0
S < 0

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

deep well system
well ppint system
electroosmosis method
vacuum method

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

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

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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
3 months
24 months

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

calcium carbide method
pycnometer method
oven drying method
sand bath method

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MORE MCQ ON Soil Mechanics and Foundation

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