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Soil Mechanics and Foundation

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

MH
SL
CH
ML

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

face to face or parallel orientation
edge to edge orientation
All of these
edge to face orientation

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

silt
clay
coarse sand
fine sand

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and water
three phase system
one phase system
two phase system with soil and air

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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

90°
225°
135°
45°

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Soil Mechanics and Foundation
Time factor for a clay layer is

a dimensional parameter
directly proportional to permeability of soil
independent of thickness of clay layer
inversely proportional to drainage path

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