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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

greater than 1
between 0 and 1
zero
1

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

1
between 0 and 1
zero
greater than 1 [CS 95]

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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
6 months
3 months

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

less than 0.0002 mm
between 0.2 mm and 0.0002 mm
All of these
greater than 0.2 mm

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
effective size
coefficient of curvature
uniformity coefficient

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
one phase system
two phase system with soil and air
two phase system with soil and water

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