EXAMPLE $1$

was compacted to a unit weight

of $19\mathrm{.}2k\frac{N}{m^3}.$

Soil I:

Fine to medium sand $($SP$)$

Relative density $(Dr)=40\%$

${}_m=18\mathrm{.}5k\frac{N}{m^3}$

${}_{\text{s}\text{a}\text{t}}=19\mathrm{.}5k\frac{N}{m^3}$

Soil II:

Soft Clay $($CL$)$

$=16k\frac{N}{m^3}$