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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

rock minerals
illite
montmorillonite
kaolinite

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.036
0.28
036
0.028

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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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
1.5m
1.0m
2.0m

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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

45°
225°
90°
135°

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
directly proportional to the voids ratio
inversely proportional to the compression index
None of these

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