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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and rough
vertical and smooth
plane and smooth
vertical and rough

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or less than 1
always equal to 1
equal to or gi eater than 1
always less than 1

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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

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

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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

semi-solid state
plastic state
solid state
liquid state

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

sand
silt
clay
clayey silt

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 < S < 100
0 ≤ S ≤ 100
S < 0

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