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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dehydrated soil
partially saturated soil
air entrained soil
dry soil

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
zero
non-plastic (NP)
1

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Dispersing agent correction
Temperature correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction

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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
At liquid limit, all soils possess

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

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