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Soil Mechanics and Foundation

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

greater than 1
between 0 and 1
1
zero

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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

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
drained test
undrained test
consolidated undrained test

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and smooth
plane and rough
vertical and smooth
vertical and rough

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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

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

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

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

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