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Soil Mechanics and Foundation

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

electroosmosis method
vacuum method
deep well system
well ppint system

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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°
45°
22.5°
0°

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

three phase system
two phase system with soil and air
one phase system
two phase system with soil and water

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
3m
1.0m
1.5m

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

rubber tyred roller
vibratory roller
sheep’s foot roller
drum roller

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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
3
16
6

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MORE MCQ ON Soil Mechanics and Foundation

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