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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

1.5m
2.0m
3m
1.0m

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

0°
90°
22.5°
45°

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

3 months
6 months
12 months
24 months

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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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

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

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 ≤ S ≤ 100
S < 0
0 < S < 100

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