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Soil Mechanics and Foundation

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

ML
MH
SL
CH

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
be zero
take any value greater than zero
take values between 0 and 1 only

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of large magnitude
same shear strength of large magnitude
same shear strength of small magnitude
different shear strengths of small magnitude

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

fine sand
silt
clay
coarse sand

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

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