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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

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

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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

6 months
12 months
24 months
3 months

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
MH
ML
SL

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

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

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Soil Mechanics and Foundation
A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of

12°
17°
10°
7°

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