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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
SL
CH
MH

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Soil Mechanics and Foundation
Effective stress is

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

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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
0.028
036

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
All of these
neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

unit weight only
None of these
viscosity only
both viscosity and unit weight

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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

40 mm
10 mm
20 mm
None of these

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