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Soil Mechanics and Foundation

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

0 < S < 100
S > 0
S < 0
0 ≤ S ≤ 100

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
135°
90°
45°

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
40%
30%
50%

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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

24 months
3 months
6 months
12 months

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
PI>27
0 < PI < 7
7

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MORE MCQ ON Soil Mechanics and Foundation

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