Highway Engineering
For design, that length of transition curve should be taken which is

based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation
smaller of (A) and (B)
higher of (A) and (B)

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Highway Engineering
In soils having same values of plasticity index, if liquid limit is increased, then

Compressibility, permeability and dry strength increase
Compressibility, permeability and dry strength decrease
Compressibility and permeability decrease and dry strength increases
Compressibility and permeability increase and dry strength decreases

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