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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

90°
0°
45°
22.5°

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

zero
1
negative
non-plastic (NP)

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

oven drying method
sand bath method
calcium carbide method
alcohol method

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
All of these
the method of taking observations
the principle of test

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