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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
2.0m
3m
1.5m

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
two phase system with soil and air
one phase system
two phase system with soil and water

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
consolidated drained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
clay
sand
clayey silt

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

0 ≤ 1D ≤ 1
0 < 1D < 1
1D > 0
ID > 0

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature, meniscus and dispersing agent corrections
Temperature correction
Meniscus correction
Dispersing agent correction

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