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Soil Mechanics and Foundation

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

22.5°
45°
90°
0°

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always equal to 1
equal to or less than 1
always less than 1
equal to or gi eater than 1

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature, meniscus and dispersing agent corrections
Meniscus correction
Temperature correction
Dispersing agent correction

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
independent of specific gravity of soil
greater than specific gravity of soil
less than specific gravity of soil

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Soil Mechanics and Foundation
Time factor for a clay layer is

inversely proportional to drainage path
independent of thickness of clay layer
a dimensional parameter
directly proportional to permeability of soil

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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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