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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

solid state
liquid state
semi-solid state
plastic state

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and dry of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
dry of OMC and wet of OMC
wet of OMC and wet of OMC

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
1.0m
3m
1.5m

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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

167 mm
30 mm
15 mm
50 mm

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
cohesion only
both cohesion and angle of internal friction
angle of internal friction only

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

loess
talus
dune sand
drift

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