Using SLOPE$/$W$,$ model the problem considering:a$.$ Slope is dry $(25\%).$ i$.$ When modeling with SLOPE$/$W in the dry condition, make a comparison of FS using Bishop and also a different method and choose which one you would present to your client. Justify your choice of methodb. The original phreatic line before the cut was at $2$ m below the ground surface$(25\%)$i$.$ For the SLOPE$/$W analysis with the phreatic line, use the same method that you chose for the dry condition to be presented to your client.