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Soil Mechanics and Foundation

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

135°
45°
225°
90°

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Soil Mechanics and Foundation
Time factor for a clay layer is

inversely proportional to drainage path
a dimensional parameter
directly proportional to permeability of soil
independent of thickness of clay layer

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

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

sand bath method
alcohol method
oven drying method
calcium carbide method

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Soil is homogeneous and fully saturated
Water and soil particles are incompressible
All listed here
Deformation of the soil, is entirely due to change in volume

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
30%
20%
50%

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