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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
fine sand
coarse sand
silt

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

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

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

135°
90°
45°
225°

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

well ppint system
deep well system
vacuum method
electroosmosis method

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
angle of internal friction only
both cohesion and angle of internal friction
cohesion only

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Soil Mechanics and Foundation
Effective stress is

All of these
a physical parameter that can be measured
the stress at particles contact
important because it is a function of engineering properties of soil

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