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Soil Mechanics and Foundation

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

0.28
0.036
0.028
036

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

0.95
0.4
0.6
1.2

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

sand
silt
clay
clayey silt

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

20 mm
10 mm
40 mm
None of these

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Soil Mechanics and Foundation
Effective stress is

the stress at particles contact
important because it is a function of engineering properties of soil
All of these
a physical parameter that can be measured

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

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

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