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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
coarse sand
silt
fine sand

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

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

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

alcohol method
oven drying method
calcium carbide method
sand bath method

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm
167 mm
30 mm
15 mm

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

between 0 and 1
zero
greater than 1
1

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