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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

0°
45°
22.5°
90°

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

uniformity coefficient
None of these
effective size
coefficient of curvature

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
7
0 < PI < 7
PI>27

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

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

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

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

vacuum method
electroosmosis method
deep well system
well ppint system

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