A potential failure plane underlying a $1\mathrm{.}5$ m thick soil is inclined at $32\backslash$deg from horizontal. The water table within the soil is $1$ m above the failure plane. The soil has a density of $1600$ kg$/$m$?,$ a friction angle of $25\backslash$deg $,$ and a cohesion of $12$ kPa. As usual, acceleration due to gravity is $9\mathrm{.}8$ m$/$s$?,$ and the density of water is $1000$ kg$/$m$\text{'}.$ Use the infinite slopestability equations that we went over in class to determine the shear stress, normal stress, pore water pressure, and effective normal stress on the potential failure plane.Effective normal stress Shear stress Normal stress pore water pressure