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SOIL MECHANICS AND FOUNDATION

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

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

one phase system
two phase system with soil and water
two phase system with soil and air
three phase system

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
-2
2
0.5

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

SL
CH
ML
MH

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