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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
drained test
consolidated undrained test
consolidated drained test

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

1.0 kg/cm² and 0.5 kg/cm²
zero and zero
0.5 kg/cm² and zero
0.5 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months
3 months
12 months
6 months

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 50%
increases by 33.3%
increases by 25%

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit
remains constant at all liquid limits
increases with increase in liquid limit

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

MH
ML
CH
SL

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