Coefficient of Consolidation
The term coefficient of consolidation(Cv) is used to indicate the combined effects of the permeability and
compressibility of soil on the rate of volume change.
It is the ratio of coefficient of permeability(K) to the product of the coefficient of volume compressibility(mv) and unit weight of water(Î³w).
It is the ratio of coefficient of permeability(K) to the product of the coefficient of volume compressibility(mv) and unit weight of water(Î³w).
Equation of The Coefficient of Consolidation
- Cv = K/mv.Î³w
Coefficient of Compressibility or Coefficient of Compression(av)
Coefficient of Compressibility is defined as the decrease in void ratio per unit increase in pressure.
(negative sign indicate the decrease in void ratio with an increase in pressure).
It is a measure of compression of the soil mass. The unit of Coefficient of Compressibility(av) is cm²/gm.
Equation of The Coefficient of Compressibility
- av = -Î”e/Î”p
It is a measure of compression of the soil mass. The unit of Coefficient of Compressibility(av) is cm²/gm.
Coefficient of Volume Change or Coefficient of Volume Compressibility
The term coefficient of volume change or the coefficient of volume compressibility(mv) is defined as the
change in volume of a soil mass per unit of initial volume due to an increase in
pressure.
where e0 is the initial void ratio.
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Equation of The Coefficient of Volume Change
- Mathematically, mv = av/(1+e0)
where e0 is the initial void ratio.
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