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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
clayey silt
sand
clay

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

All listed here
The φ line
Natural slope line
Repose line

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
43832
3
1

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
pore water pressure with depth
pore water pressure with time
effective stress with depth

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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

2.0m
1.0m
1.5m
3m

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