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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°
90°
45°
0°

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.28
036
0.036

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes
both horizontal and vertical planes
horizontal plane only
vertical plane only

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay
over-consolidated clay with a low over-consolidation ratio
under-consolidated clay

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