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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

silt
gravel
sand
clay

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

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

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of repose
None of these
angle of internal friction
cohesion

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

1
negative
zero
non-plastic (NP)

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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

30 mm
50 mm
15 mm
167 mm

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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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