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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°
90°
225°

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

drained test
consolidated undrained test
undrained test
consolidated drained test

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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
less than 0.0002 mm
between 0.2 mm and 0.0002 mm

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Soil Mechanics and Foundation
A pycnometer is used to determine

voids ratio and dry density
specific gravity and dry density
water content and voids ratio
water content and specific gravity

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 50%
decreases by 33.3%
increases by 25%
increases by 33.3%

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

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

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