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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

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

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

30%
50%
20%
40%

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

2.00 mm to 0.425 mm
0.075 mm to 0.002 mm
0.425 mm to 0.075 mm
4.75 mm to 2.00 mm

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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
Which of the following types of soil is transported by gravitational forces ?

drift
dune sand
loess
talus

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

The φ line
All listed here
Natural slope line
Repose line

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