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Soil Mechanics and Foundation

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

0 ≤ 1D ≤ 1
0 < 1D < 1
ID > 0
1D > 0

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
different shear strengths of large magnitude
same shear strength of large magnitude
same shear strength of small magnitude

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

None of these
both particle size composition and plasticity characteristics
particle size composition
plasticity characteristics

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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
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
greater than 25 mm
between 15 mm and 25 mm
25 mm

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth
effective stress with time
pore water pressure with time
pore water pressure with depth

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