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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
solid state
semi-solid state
plastic state

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm
30 mm
15 mm
167 mm

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Natural slope line
Repose line
All listed here
The φ line

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

silt
clay
gravel
sand

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plastic limit
shrinkage limit
plasticity index
liquid limit

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