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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

0°
45°
90°
22.5°

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state
liquid state
solid state
semi-solid state

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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 ?

oven drying method
sand bath method
calcium carbide method
alcohol method

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
None of these
cohesion
angle of repose

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

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

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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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