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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

face to face or parallel orientation
edge to edge orientation
edge to face orientation
All of these

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
undrained test
drained test
consolidated undrained test

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
voids ratio and dry density
water content and voids ratio
water content and specific gravity

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
angle of internal friction only
both cohesion and angle of internal friction
cohesion only

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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