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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

90°
0°
45°
22.5°

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

uniform throughout
None of these
less at edges compared to middle
more at edges compared to middle

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Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
be less than 0 %
take values only from 0 % to 100 %
never be greater than 100 %

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

face to face or parallel orientation
edge to face orientation
edge to edge orientation
All of these

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm
30 mm
15 mm
167 mm

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Soil Mechanics and Foundation
Sand particles are made of

illite
rock minerals
kaolinite
montmorillonite

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