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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

3m
2.0m
1.0m
1.5m

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
MH
SL
CH

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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
vertical and rough
plane and smooth
plane and rough

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Soil Mechanics and Foundation
A pycnometer is used to determine

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

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Soil Mechanics and Foundation
A grillage foundation

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

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

90°
225°
45°
135°

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