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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

22.5°
45°
90°
0°

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

silt
clay
sand
gravel

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

less than 300 mm
between 750 mm and 1 m
between 300 mm and 750 mm
greater than 1 m

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

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

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

liquid limit
plastic limit
plasticity index
shrinkage limit

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.075 mm to 0.002 mm
0.425 mm to 0.075 mm
4.75 mm to 2.00 mm
2.00 mm to 0.425 mm

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