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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
air content
porosity
voids ratio

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

fine sand
silt
clay
coarse sand

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
2
0.5
-2

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Soil Mechanics and Foundation
Select the correct range of density index,1D

1D > 0
0 ≤ 1D ≤ 1
0 < 1D < 1
ID > 0

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm
15 mm
167 mm
30 mm

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