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Soil Mechanics and Foundation

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

clay
sand
silt
clayey silt

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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
Dispersed type of soil structure is an arrangement comprising particles having

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

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
less than 0.0002 mm
greater than 0.2 mm
between 0.2 mm and 0.0002 mm

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

both allowable settlement and ultimate bearing capacity
none of above
ultimate bearing capacity of soil only
allowable settlement only

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
rock minerals
illite
montmorillonite

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