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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°
0°
45°

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
effective stress only
both effective stress and total stress
total stress only

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
pore water pressure with time
effective stress with depth
pore water pressure with depth

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Soil Mechanics and Foundation
A grillage foundation

All of these
Consists of two sets of perpendicularly placed steel beams
Is treated as spread foundation
Is provided for heavily loaded isolated columns

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

only in floating ring type consolido-meter
only in fixed ring type consolido-meter
both (A) and (B)
None of these

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and smooth
plane and rough
vertical and rough
plane and smooth

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