Where:

$Gs=$ Specific gravity, $e=$ Void ratio, $WT=$ Water table, $W=$ Moisture content, and $S$

$=$ Degree of saturation

Figure Q$3($Soil Profile$)$

$1\mathrm{.}1$ Determine the total stress, effective stress and pore water pressure at point A$,$

$B,C$ and $D$ in figure Q$1($Soil Profile$)$