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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°
22.5°
45°
0°

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

greater than specific gravity of soil
equal to specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil

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

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

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

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

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Soil Mechanics and Foundation
A grillage foundation

All of these
Is treated as spread foundation
Consists of two sets of perpendicularly placed steel beams
Is provided for heavily loaded isolated columns

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

1
greater than 1
zero
between 0 and 1

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