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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

illite
kaolinite
rock minerals
montmorillonite

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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

12 months
24 months
3 months
6 months

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

increases with increase in liquid limit
remains constant at all liquid limits
decreases with increase in liquid limit
first increases and then decreases with increase in liquid limit

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

zero and zero
0.5 kg/cm² and 0.5 kg/cm²
1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

non-plastic (NP)
zero
negative
1

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

talus
loess
dune sand
drift

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