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Soil Mechanics and Foundation

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

voids ratio
porosity
percentage air voids
air content

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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 smooth
plane and rough
vertical and rough

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

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
25 mm
greater than 25 mm
between 15 mm and 25 mm

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
silt
clay
sand

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and water
one phase system
three phase system
two phase system with soil and air

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MORE MCQ ON Soil Mechanics and Foundation

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