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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
17
0 < PI < 7
7

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

allowable settlement only
none of above
ultimate bearing capacity of soil only
both allowable settlement and ultimate bearing capacity

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with time
effective stress with depth
effective stress with time
pore water pressure with depth

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

1
zero
between 0 and 1
greater than 1 [CS 95]

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
plasticity index to consistency index
plasticity index to flow index
consistency index to liquidity index

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