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Soil Mechanics and Foundation

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°
0°
22.5°
90°

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
between 15 mm and 25 mm
greater than 25 mm
25 mm

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

moisture content only
amount of compaction energy only
both moisture content and amount of compaction energy
None of these

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Soil Mechanics and Foundation
Effective stress is

important because it is a function of engineering properties of soil
a physical parameter that can be measured
All of these
the stress at particles contact

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

both the above
None of these
constant head method
falling head method

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

sand
clay
silt
gravel

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