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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

montmorillonite
kaolinite
rock minerals
illite

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the size of particles increases
increases as the soil gradation im-proves
is limited to a maximum value of 45°
is rarely more than 30° for fine grained soil

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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
greater than 0.2 mm
All of these

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
increases
remains unchanged
decreases

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

9
6
16
3

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

fine sand
clay
coarse sand
silt

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