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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
1.0 and 0.5
1.0 and 0.0
0.5 and 1.0

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature, meniscus and dispersing agent corrections
Temperature correction
Meniscus correction
Dispersing agent correction

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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

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

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

less than specific gravity of soil
equal to specific gravity of soil
greater than specific gravity of soil
independent of specific gravity of soil

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

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

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

loess
talus
dune sand
drift

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