${?}^3$ Table $1$ contains strain and corresponding load dial readings, and specimen measurements in an unconfined compression test of a saturated clay specimen. The assumed specific gravity of the soil is $2\mathrm{.}7.$ Axial displacements are measured in a group of $0\mathrm{.}015mm,$ while force is measured in a group of $5\mathrm{.}91N.$ Compute $($i$)$ Shear strength of the soil $($kPa$)(1$ dp$),($ii$)$ Degree of Saturation

$(\%)(1$ dp$),($iii$)$ Strain at failure

$(\%)(1$ dp$),$ and $($iv$)$

normal stress at failure $({}_f)$

$k\frac{N}{m^2}(1$ dp$).$

MOISTURE SAMPLE

TABLE $1$

w: $16\mathrm{.}64\%$

SPECIMEN DATA

$\backslash$table$[[$Diameter $($mm$,50\mathrm{.}80],[$ength$,$ Lo$,104\mathrm{.}0],[,458\mathrm{.}10]]$

$\backslash$table$[[\backslash$table$[[$Strain$],[$Dial$]],\backslash$table$[[$Load$],[$Dial$]],\backslash$table$[[L^3$ Table $1$ contains strain and corresponding load dial readings, and specimen measurements in an unconfined compression test of a saturated clay specimen. The assumed specific gravity of the soil is $2\mathrm{.}7.$ Axial displacements are measured in a group of $0\mathrm{.}015mm,$ while force is measured in a group of $5\mathrm{.}91N.$

Compute $($i$)$ Shear strength of the soil

$($kPa$)(1$ dp$),($ii$)$ Degree of Saturation

$(\%)(1$ dp$),($iii$)$ Strain at failure

$(\%)(1$ dp$),$ and $($iv$)$

normal stress at failure $({}_f)$

$k\frac{N}{m^2}(1dp).$

MOISTURE SAMPLE

TABLE $1$

$w$:$16\mathrm{.}64\%$

SPECIMEN DATA

$\backslash$table$[[$Diameter $(mm)$:$,50\mathrm{.}80$