Use the Given Data and Calculate the following.

Use initial Voids Ration Calculate in$-$class e $0$ to Calculate the $e.$

$=\frac{e}{1+e0}$

Sketch Deformation $($mm$)$ vs Time $($min$).$ Time must be on a log scale. Refer to Fig. $11\mathrm{.}12$ in

your textbook for reference.

Sketch Deformation $(mm)$ vs square root of Time $($min$)$

Plot strain vs stress.

Plot void ratio vs stress. $($Refer to Eq$.10\mathrm{.}8$ from the textbook$)$

Calculate $Cc$ and $Cr$

Soil Compaction Test:

Height of Specimen $=2\mathrm{.}55cm$

Diamenter of Specimen $=6\mathrm{.}3cm$

Volume of Specimen: $80c{m}^2$

Mass of empty specimen: $215g$

Mass of empty specimen$+$wet soil $=350g$

Soil Moist Density $=1\mathrm{.}7\frac{g}{c}{m}^3$

Dry Moist Density $=1\mathrm{.}45\frac{g}{c}{m}^3$

Content, $w(\%)=15\mathrm{.}5$

$Gs=2\mathrm{.}67$

Initial Void Ratio $=0\mathrm{.}84$