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Soil Mechanics and Foundation

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

135°
225°
45°
90°

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of small magnitude
same shear strength of large magnitude
different shear strengths of large magnitude
different shear strengths of small magnitude

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.0
0.0 and 1.0
1.0 and 0.5

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
constant head method
falling head method
both the above

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.6
0.4
1.2
0.95

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