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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.28
0.028
036
0.036

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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

remains unchanged
decreases
increases
first increases and then decreases

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 ≤ S ≤ 100
0 < S < 100
S < 0

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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

90°
22.5°
45°
0°

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

1
negative
zero
non-plastic (NP)

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

electroosmosis method
deep well system
well ppint system
vacuum method

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