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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

PI>27
0 < PI < 7
7
17

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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

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

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay
over-consolidated ciay with a high over-consolidation ratio
over-consolidated clay with a low over-consolidation ratio
normally consolidated clay

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 750 mm and 1 m
greater than 1 m
less than 300 mm
between 300 mm and 750 mm

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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