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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
clay
silt
fine sand

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only
all planes except horizontal and vertical planes
both horizontal and vertical planes
vertical plane only

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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
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

All of these
the method of taking observations
the principle of test
the method of preparation of soil suspension

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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

225°
135°
90°
45°

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

0.28
0.036
036
0.028

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