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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
Uniformity coefficient of a soil is

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

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
much greater than that of clayey soils
almost equal to that of clayey soils
None of these

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Soil Mechanics and Foundation
Effective stress is

the stress at particles contact
All of these
important because it is a function of engineering properties of soil
a physical parameter that can be measured

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Soil Mechanics and Foundation
Select the correct range of density index,1D

0 < 1D < 1
0 ≤ 1D ≤ 1
1D > 0
ID > 0

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

MH
SL
CH
ML

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