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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
3m
1.5m
2.0m

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
never be greater than 100 %
be less than 0 %
be greater than 100 %

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.036
036
0.28

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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

-2
2
-0.5
0.5

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

less than 0.0002 mm
All of these
greater than 0.2 mm
between 0.2 mm and 0.0002 mm

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

edge to edge orientation
All of these
face to face or parallel orientation
edge to face orientation

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