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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
43832
1
3

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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
0.5
-2
2

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

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

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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

2.0m
1.0m
3m
1.5m

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes
vertical plane only
horizontal plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n > 0
0 ≤ n ≤ 100
n < 0
0 < n < 100

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