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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

vacuum method
electroosmosis method
well ppint system
deep well system

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
1
zero
between 0 and 1

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

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

porosity
voids ratio
percentage air voids
air content

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

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

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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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