Q$-2$ from the attached Excel sheets for the UCS determines the soil's undrained shear strength.

$2345678101121$ Comnpression dial reading$131415161718192021222310$ div $=0\mathrm{.}1$ mm$20406080100120140160180200220240260280300320340360380400420$BLoad$($N$)2\mathrm{.}046\mathrm{.}128\mathrm{.}1610\mathrm{.}212\mathrm{.}2414\mathrm{.}2816\mathrm{.}3220\mathrm{.}424\mathrm{.}4828\mathrm{.}5630\mathrm{.}632\mathrm{.}6436\mathrm{.}7238\mathrm{.}7640\mathrm{.}842\mathrm{.}8444\mathrm{.}8848\mathrm{.}9653\mathrm{.}0455\mathrm{.}0859\mathrm{.}16$CD$|$height$-76$ mmdiameter$-38$ mmGH