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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

1
zero
between 0 and 1
greater than 1

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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

45°
225°
90°
135°

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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
3 months
24 months
6 months

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
90°
22.5°
0°

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

clay
silt
gravel
sand

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the principle of test
the method of preparation of soil suspension
All of these
the method of taking observations

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